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10/10/2022-PZ-Agenda Packet-RegularPLANNING & ZONING COMMISSION MEETING AGENDA OCTOBER 10, 2022, 7:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Commission on any matter. Comments related to public hearings will be heard when the specific hearing begins. Citizens are allowed 3 minutes to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to be presented. Citizens who wish to address the Commission with regard to matters on the agenda will be received at the time the item is considered. The Commission is not allowed to converse, deliberate or take action on any matter presented during citizen input. CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Commissioner to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 1. Consideration and possible action of the minutes from August 08, 2022, meeting. 2. Consideration and possible action of the minutes from September 12, 2022, meeting. PUBLIC HEARING ITEMS ACTION ITEMS 3. Consideration and possible action on Final Plat of lots 1-30, Block A of Lonesome Dove Addition, 55.5 acres, located in the City of Sanger’s ETJ, and generally located on the south west corner of Metz Road and Hoehn Road. 4. Consideration and possible action on Preliminary Plat of the Glenn Polk Addition, being 10.418 acres, located in the City of Sanger, and generally located on the west side of I-35 approximately 670 feet south of Belz Road. 5. Consideration and possible action on a Preliminary Plat of lots 1-23 and lots 1X and 2X Block A of Palomino Bay Addition, being 54.34 acres, located in the City of Sanger’s 1 ETJ, and generally located on the west side of Jones Road approximately 782 feet north of the intersection of FM 1190 and Jones Road. 6. Consideration and possible action on Final Plat of lots 1 and 2, of Union Hill Road Addition, being 13.143 acres, located in the City of Sanger’s ETJ, and generally located on the north east corner of FM 455 and Union Hill Road. FUTURE AGENDA ITEMS The purpose of this item is to allow the Chairman and Commissioners to bring forward items they wish to discuss at a future meeting, A Commissioner may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Commission or at the call of the Chairman. ADJOURN NOTE: The Commission reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall is readily accessible to the general public at all times and posted on the City of Sanger website on October 06, 2022, at 5:00 PM. /s/ Stefani Dodson Stefani Dodson, Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 2 PLANNING & ZONING COMMISSION COMMUNICATION DATE: October 10, 2022 FROM: Stefani Dodson, Secretary AGENDA ITEM: Consideration and possible action of the minutes from August 08, 2022, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Minutes from August 08, 2022 3 Item 1. Planning and Zoning Minutes 08-08-2022 Page 1 of 3 PLANNING & ZONING COMMISSION MEETING MINUTES AUGUST 08, 2022, 7:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM There being a quorum Matt Fuller called the meeting to order at 7:00 p.m. BOARD MEMBERS PRESENT Commissioner, Place 1 Shane Stone Commissioner, Place 2 Sally Amendola Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Allen McAlister Commissioner, Place 5 Matt Fuller Commissioner, Place 6 Jason Miller BOARD MEMBERS ABSENT Commissioner, Place 7 Phillip Surles STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds, and Secretary Stefani Dodson CITIZENS COMMENTS No citizens came forward to speak. CONSENT AGENDA 1. Approval of Minutes from 07/11/22 Motion to approve made by Commissioner Fuller, Seconded by Commissioner Amendola. Voting Yea: Commissioner McAlister, Commissioner Turner, Commissioner Miller, and Commissioner Stone. Motion passed unanimously. 4 Item 1. Planning and Zoning Minutes 08-08-2022 Page 2 of 3 PUBLIC HEARING ITEMS Commissioner Fuller opens the Public Hearings at 7:02 p.m. 2. Conduct a Public Hearing on Ordinance No. 08-21-22 amending Chapter 14 Planning and Zoning, Section 30 Use of Land and Buildings to allow Quick Service Food and Beverage by right in the Business District 2 (B-2) without the requirement of a Specific Use Permit (SUP) and adding Section 32.7 Vehicle Stacking Requirements. Director Ramie Hammonds presents to the board about amending the ordinance to allow Quick Service Food and Beverage to have a drive through without having an SUP. She also goes over adding a stacking requirement. 3. Conduct a public hearing on a request for a Specific Use Permit (SUP) for Quick Service Food and Beverage Shop, on 0.61 acres of land described as Lot 1R-2, Block 1 of the Sanger Lodging Addition, Zoned as Business District 2 (B-2) and generally located on the east side of Stemmons Frwy approximately 594 feet South of FM 455. Director Ramie Hammonds explains this is an SUP for a business that is wanting a drive thru in a B-2 zoning. The customer wanted to go ahead and submit in order to stay within their timeline. Director Ramie Hammonds explains if the the previous item does pass this SUP will not be needed. 4. Conduct a public hearing on a Replat of Lot 6R2-1B, Block A of Sanger Industrial Park Addition, being 1.75 acres, located in the City of Sanger, and generally located on the south west corner of I-35 and FM 455. Director Ramie Hammonds explains this is a part of a plat that has already been approved but there is a piece that was separated and not platted. Commissioner Fuller closes Public Hearings at 7:09 p.m. ACTION ITEMS 5. Consideration and possible action on Ordinance No. 08-21-22 amending Chapter 14 Planning and Zoning, Section 30 Use of Land and Buildings to allow Quick Service Food and Beverage by right in the Business District 2 (B-2) without the requirement of a Specific Use Permit (SUP) and adding Section 32.7 Vehicle Stacking Requirements. The board has a brief discussion about the project. Motion to approve made by Commissioner Fuller, Seconded by Commissioner Amendola. Voting Yea: Commissioner McAlister, Commissioner Turner, Commissioner Miller, and Commissioner Stone. Motion passed unanimously. 5 Item 1. Planning and Zoning Minutes 08-08-2022 Page 3 of 3 6. Consideration and possible action on a request for a Specific Use Permit (SUP) for Quick Service Food and Beverage Shop, on 0.61 acres of land described as Lot 1R-2, Block 1 of the Sanger Lodging Addition, Zoned as Business District 2 (B-2) and generally located on the east side of Stemmons Frwy approximately 594 feet South of FM 455. The board has a brief discussion about the project. Motion to approve made by Commissioner Fuller with the condition that the proposed 9 car stacking rules is approved by City Council. Seconded by Commissioner Miller. Voting Yea: Commissioner McAlister, Commissioner Turner, Commissioner Amendola, and Commissioner Stone. Motion passed unanimously. 7. Consideration and possible action on a Replat of Lot 6R2-1B, Block A of Sanger Industrial Park Addition, being 1.75 acres, located in the City of Sanger, and generally located on the south west corner of I-35 and FM 455. The board has a brief discussion about the project. Motion to approve made by Commissioner Fuller, Seconded by Commissioner Amendola. Voting Yea: Commissioner McAlister, Commissioner Turner, Commissioner Miller and Commissioner Stone. Motion passed unanimously. FUTURE AGENDA ITEMS No items were discussed. ADJOURN There being no further items on the agenda Matt Fuller adjourns the meeting at 7:24 p.m. 6 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: October 10, 2022 FROM: Stefani Dodson, Secretary AGENDA ITEM: Consideration and possible action of the minutes from September 12, 2022, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Minutes from September 12, 2022 7 Item 2. Planning and Zoning Minutes 09-12-2022 Page 1 of 3 PLANNING & ZONING COMMISSION MEETING MINUTES SEPTEMBER 12, 2022, 7:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM There being a quorum Commissioner Surles called the meeting to order at 7:00 p.m. BOARD MEMBERS PRESENT Commissioner, Place 1 Shane Stone Commissioner, Place 2 Sally Amendola Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Allen McAlister Commissioner, Place 5 Matt Fuller Commissioner, Place 6 Jason Miller Commissioner, Place 7 Phillip Surles BOARD MEMBERS ABSENT None STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds, and Secretary Stefani Dodson CITIZENS COMMENTS No citizens came forward to speak. CONSENT AGENDA PUBLIC HEARING ITEMS 2. Conduct a public hearing on a request for a variance from Chapter 10 Subdivision Regulations Article 10.100 Subdivision Ordinance, Section10.105 to allow a variance from the improvement of sidewalks and to allow no sidewalks be installed for 21.36 acres of land described as A0658A JANUARY TR 3 within the City of Sanger’s ETJ, and generally located on Sam Bass Rd approximately 1323 feet north of the intersection of FM 455 and Sam Bass Rd. 8 Item 2. Planning and Zoning Minutes 09-12-2022 Page 2 of 3 Commissioner Surles opens the public hearing at 7:03 p.m. Director Ramie Hammonds reviews the variances that have been requested. Robert Snider, 9049 Sam Bass Rd., let the board know that he owns the land bottom of the hill of the proposed property. He says this has a big hill and states it will take a lot to flatten the land in order to build homes. He is also worried about the drainage problems it will cause. He states that he is also worried about the 20 septic systems that will be draining on his property. Mary Snider asks who has jurisdiction over the areas outside of the City limits. Director Ramie Hammonds explains to the customer about the ETJ and how the City has the platting jurisdiction for Sanger ETJ. Commissioner Surles closes the public hearing at 7:10 p.m. 3. Conduct a public hearing on a request for a variance from Chapter 10 Subdivision Regulations Article 10.100 Subdivision Ordinance, Section10.105 to allow a variance from the required 31 feet street, face to face of curb and a 50 foot right-of-way with sidewalks, storm sewers, and utilities in the right-of-way and to allow for county requirements of no minimum street width in a 60 foot right-of-way without curb and gutter and storm sewers for 21.36 acres of land described as A0658A JANUARY TR 3 within the City of Sanger’s ETJ and generally located on Sam Bass Rd approximately 1323 feet north of the intersection of FM 455 and Sam Bass Rd. Commissioner Surles opens the public hearing at 7:11 p.m. Director Ramie Hammonds explains this is part of the previous proposed addition. Commissioner Surles closes the public hearing at 7:12 p.m. 4. Conduct a public hearing on a zoning change from A (Agricultural District) to PD (Planned Development) for approximately 12.01 acres of land, described as A1241A TIERWESTER, TR 264 AND 265 generally located on the southeast corner of 5th St and Cowling Rd. Commissioner Surles opens the public hearing at 7:12 p.m. Director Ramie Hammonds reviews the project with the board. She says this project has already came before the board but they made some changes and wanted to bring it back to the board. Pam Holt explains the changes they had made on the project. She said she is from Sanger and wants to build a great product here for the city. She says this will be commercial up front and apartments in the back with an amenity center. 9 Item 2. Planning and Zoning Minutes 09-12-2022 Page 3 of 3 ACTION ITEMS 5. Consideration and possible action on a zoning change from A (Agricultural District) to PD (Planned Development) for approximately 12.01 acres of land, described as A1241A TIERWESTER, TR 264 AND 265 generally located on the southeast corner of 5th St and Cowling Rd. Motion to approve made by Commissioner Fuller, seconded by Commissioner Amendola. Voting Yea: Commissioner McAlister, Commissioner Turner, Commissioner Surles, Commissioner Miller, and Commissioner Stone. Motion passed unanimously. 6. Consideration and possible action on a Minor Plat of Lot 1, Block A of the Enderby Gas Addition, being 1.22 acres in the City of Sanger, and generally located on south east corner of the I-35 access road and Southside Drive. Director Ramie Hammonds briefly goes over the project. She explains they are just having to reconfigure on the property as the expansion is taking part of the property. Motion to approve made by Commissioner Miller, seconded by Commissioner Fuller. Voting Yea: Commissioner McAlister, Commissioner Turner, Commissioner Surles, Commissioner Amendola, and Commissioner Stone. Motion passed unanimously. FUTURE AGENDA ITEMS No items were discussed. ADJOURN There being no further items on the agenda Commissioner Surles adjourns the meeting at 7:57 p.m. 10 Item 2. PLANNING & ZONING COMMISSION COMMUNICATION DATE: October 10, 2022 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on Final Plat of lots 1-30, Block A of Lonesome Dove Addition, 55.5 acres, located in the City of Sanger’s ETJ, and generally located on the south west corner of Metz Road and Hoehn Road. SUMMARY:  The applicant is proposing to create 30 single family lots ranging in size from 1.40 acres to 3.01 acre, from 1 previously unplatted tract.  There are 6 lots below the 1.5 acres required to be considered Estate Lots.  Each lot has a minimum 142 feet of frontage.  The applicant is dedicating 5.15 acres of right-of-way for Metz Road.  This project was granted the variance to be considered Estates lots through the preliminary plat.  The preliminary plat also granted variances to the maximum block length and maximum cul-de-sac length.  The property is located in the City of Sanger’s ETJ. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Application Letter of Intent Final Plat Planning Comments Engineering Comments 11 Item 3. 59 58 9 59 64 6 59 57 2 18 74 18 17 87 33 72 95 82 72 95 85 72 95 84 72 95 81 72 95 86 59 58 3 59 58 3 72 95 83 74 38 89748374 59 83 6 18 77 86 74 12 26 76 63 54 59 84 9 59 56 6 METZ RD C O U N T R Y R O A D S D R HOE HN RD /Project Name: Lonesome Dove AddnFinal PlatProject: 22SANZO N-0055 0 500 1,000250 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 9/17 /2 02 2 5 :2 6:3 5 P MDoc Name : 2 2 SA NZON-0 05 5 _L on e some Do veA d dnCity L imi ts Exhi bi ts Subje c tArea 12 Item 3. VICINITY MAP N.T.S. N WE s VIEW RD HOEHN RD ME T Z R D W L O U I S R D IN T E R S T A T E H I G H W A Y 3 5 CO RD 200 CO R D 2 0 0 CO R D 2 0 0 CO RD 256 SITE 0'0'50'100'200' GRAPHIC SCALE 1" = 100' N WE s LEGEND PROPERTY LINE EASEMENT RIGHT OF WAY UTILITY EASEMENT DRAINAGE EASEMENT DRAINAGE AND UTILITY EASEMENT VISIBILITY EASEMENT R.O.W. U.E. D.E. D.U.E. V.E. E-E EDGE TO EDGE SURVEYORS CERTIFICATE STATE OF TEXAS COUNTY OF DENTON I hereby certify that this plat is true and correct and was prepared from an actual Survey of the property made on the ground under my supervision. Tommy Q. Burks Registered Professional Land Surveyor No. 5509 Burks Land Surveying 223 CR 1260 Decatur, Tx 76234 FIRM NO. 10069700 CURVE TABLE CURVE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 RADIUS 960.00' 1040.00' 530.00' 66.00' 66.00' 470.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 530.00' 66.00' 66.00' 470.00' LENGTH 40.94' 41.23' 129.56' 57.31' 87.75' 115.81' 13.49' 66.85' 64.41' 64.66' 64.75' 64.76' 13.49' 130.59' 46.13' 98.92' 101.04' DELTA 002°26'36" 002°16'18" 014°00'23" 049°45'10" 076°10'33" 014°07'04" 011°42'28" 058°02'01" 055°54'41" 056°07'51" 056°12'51" 056°13'24" 011°42'28" 014°07'04" 040°03'01" 085°52'42" 012°19'02" CHORD BEARING N89°02'45"E N88°57'35"E S82°53'52"W N66°07'45"W S50°54'24"W S82°50'31"W N32°59'19"W N67°51'34"W S55°10'05"W S00°51'10"E S57°01'32"E N66°45'21"E N32°47'25"E N82°50'31"E S61°16'40"E N55°45'28"E N81°56'30"E CHORD LENGTH 40.94' 41.23' 129.24' 55.53' 81.43' 115.52' 13.46' 64.03' 61.88' 62.10' 62.19' 62.20' 13.46' 130.26' 45.20' 89.92' 100.85' LINE TABLE LINE NO. L1 L2 L3 L4 L5 BEARING S44°59'02"E S44°49'58"W S45°10'02"E N00°16'06"E S87°03'28"W LENGTH 14.20' 14.13' 14.16' 17.03' 40.04' HOEHN ROAD (GRAVEL) ME T Z R O A D (A S P H A L T ) 40 . 0 ' 40 . 0 ' 28 . 0 ' PV M T E - E 40 . 0 ' POB N: 7201158.16 E: 2367357.17 60 . 0 ' RO W 60 . 0 ' RO W S89°54'03"W 673.05' S89°54'03"W 812.40' S75°46'59" W 368.14' 5 0 0 'R 5 0 0 'R R50 . 0 ' R5 0 . 0 ' 8.0'8.0' 8.0'8.0' 8.0' 8.0' 28 . 0 ' E- E P V M T LONESOME DOVE TRAIL 40.0' 40.0' FH FH FH S89°54'16"E 1,950.64' ME T Z R D ( A S P H A L T ) IRS CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T WOLSKI, EDWARD F A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 LOT 20 1.71 AC. LOT 24 1.81 AC. LOT 25 1.83 AC. LOT 30 1.61 AC. LOT 29 1.52 AC. LOT 6 1.40 AC.LOT 7 1.53 AC. LOT 2 1.40 AC.LOT 5 1.40 AC. LOT 4 1.40 AC. LOT 23 1.74 AC. LOT 8 1.53 AC. LOT 9 1.53 AC. LOT 10 1.53 AC. LOT 11 1.53 AC. LOT 22 1.71 AC. LOT 21 1.71 AC. LOT 19 1.71 AC. LOT 18 1.71 AC.LOT 16 3.01 AC. LOT 12 1.53 AC. N0 ° 0 5 ' 5 7 " W 40 5 . 2 5 ' S0 0 ° 1 4 ' 0 7 " E 3 8 6 . 5 5 ' N67°53 ' 3 6 " E 422.47 ' S27 ° 4 5 ' 5 9 " W 51 9 . 4 9 ' N89°55'26"W 203.14' N0 0 ° 1 6 ' 0 6 " E 3 3 4 . 2 6 ' N0 ° 0 5 ' 5 7 " W 48 4 . 6 2 ' N89°54'03"E 142.69' S0 ° 0 5 ' 5 7 " E 49 6 . 3 8 ' N89°55'26"W 150.00' N0 ° 0 5 ' 5 7 " W 49 6 . 8 4 ' N89°54'03"E 150.00' S0 ° 0 5 ' 5 7 " E 49 7 . 3 0 ' N89°55'26"W 150.00' S0 ° 0 5 ' 5 7 " E 49 8 . 2 2 ' N89°55'26"W 150.00' N0 ° 0 5 ' 5 7 " W 49 7 . 7 6 ' N89°54'03"E 150.00' N0 ° 0 5 ' 5 7 " W 51 7 . 1 5 ' S0 ° 3 7 ' 5 6 " W 52 3 . 9 4 ' N89°55'26"W 144.62' N0 ° 0 5 ' 5 7 " W 40 8 . 3 9 ' S0 ° 0 5 ' 5 7 " E 42 8 . 5 4 ' S87°03'28"W 155.27' N0 ° 0 5 ' 5 7 " W 42 1 . 1 2 ' N89°54'03"E 158.00' S0 ° 0 5 ' 5 7 " E 41 3 . 2 8 ' S87°03'28"W 158.19' N0 ° 0 5 ' 5 7 " W 31 9 . 9 1 ' S0 0 ° 1 4 ' 0 7 " E 2 9 8 . 6 7 ' S89°54'03"W 183.50' N0 ° 0 5 ' 5 7 " W 32 0 . 4 3 ' S0 ° 0 5 ' 5 7 " E 32 1 . 1 2 ' S89°54'03"W 190.00' N0 ° 0 5 ' 5 7 " W 34 5 . 6 6 ' S0 ° 0 5 ' 5 7 " E 33 6 . 8 2 ' S75°46'59" W 1 2 5 . 2 8 ' N0 ° 0 5 ' 5 7 " W 44 2 . 7 1 ' S0 ° 0 5 ' 5 7 " E 42 1 . 0 0 ' S0 ° 0 5 ' 5 7 " E 44 3 . 2 2 ' S89°54'03"W 150.00' N0 ° 0 5 ' 5 7 " W 44 3 . 7 3 ' S0 ° 0 5 ' 5 7 " E 44 4 . 2 4 ' S89°54'03"W 150.00' N0 ° 0 5 ' 5 7 " W 44 4 . 7 5 ' N 3 5 ° 2 0 ' 2 0 " W 5 0 3 . 1 1 ' S0 ° 0 5 ' 5 7 " E 43 3 . 9 6 ' LOT 26 1.50 AC. LOT 27 1.50 AC. LOT 28 1.51 AC. S89°54'03"W 190.00' N89°54'03"E 161.52' S87°03'28"W 161.72' N89°54'03"E 164.37' S87°03'28"W 175.53' S89°54'03"W 150.00'S89°54'03"W 150.00'S89°54'03"W 142.69' N73°5 4 ' 1 9 " W 404.79 ' N0 0 ° 1 6 ' 0 6 " E 3 3 3 . 7 8 ' N0 0 ° 1 6 ' 0 6 " E 3 3 3 . 3 1 ' N89°55'26"W 300.00' N89°54'03"E 150.00' N89°55'26"W 150.00' N89°54'03"E 150.00' N89°55'26"W 150.00'N89°55'26"W 150.00'N89°55'26"W 140.00' S87°03'28"W 154.19' N89°54'03"E 139.23' N89°54'03"E 2530.63' N0 0 ° 1 6 ' 0 6 " E 1 0 1 8 . 3 8 ' N89°55'26"W 1687.76' S0 2 ° 1 2 ' 5 7 " W 1 8 3 . 2 2 ' S87°03'28"W 844.96' S0 0 ° 1 4 ' 0 7 " E 7 9 8 . 5 4 ' LOT 1 1.41 AC. LOT 3 1.40 AC.LOT 13 1.93 AC. LOT 14 2.59 AC. LOT 15 1.76 AC. LOT 17 1.89 AC. S89°43'57"E 182.75'S89°43'57"E 190.00' S89°43'57"E 75.21' S89°54'16"E 32.63'S89°54'16"E 187.76'S89°54'16"E 173.24'S89°54'16"E 157.00'S89°54'16"E 153.35'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 349.56'S89°54'16"E 147.16' S89°54'03"W 59.49' S75°46'59" W 96.63' S75°46'59" W 28.65' N75°46'59 " E 115.18' N75°46'59" E 68.36' N75°46'59" E 56.93' C1C2 C3 C4 C5 C6 C 7 C8C9 C1 0 C 1 1 C12 C1 3 C14 C1 5 C16 C17 L 1 L2 L 3 L4 L5 15' DRAINAGE AND UTILITY ESMT 15' DRAINAGE AND UTILITY ESMT 15' DRAINAGE AND UTILITY ESMT 5' U.E. 5' U.E. 5' U.E. 5' U.E. (3) 24" CMP 15" CMP (2) 24" CMP 16' D.E.16' D.E. 16' D.E.16' D.E. 16' D.E. 16' D.E. 30'X30' V.E. 30'X30' V.E. 30'X30' V.E. 30' BLDG. SETBACK 30' BLDG. SETBACK FINAL PLAT LONESOME DOVE ADDITION LOTS 1 - 30, BLOCK A 5.15 AC R.O.W. DEDICATION 55.50 ACRES (2,417,492.19 SQ.FT.) OUT OF THE WILLIAM MASON SURVEY, ABSTRACT NO. 801 SANGER ETJ, DENTON COUNTY, TEXAS PREPARED: AUGUST 19, 2022 OWNER / DEVELOPER: TRACOM ENTERPRISES INC 4925 GREENVILLE AVE STE 200, DALLAS, TX, 75206 CONTACT: KEITH SMITH SURVEYOR: BURKS LAND SURVEYING 223 CR 1260 DECATUR, TX 76255 CONTACT: QUINT BURKS, RPLS ENGINEER / APPLICANT: WESTFALL ENGINEERING CIVIL ENGINEERING CONSULTANTS TBPE FIRM REG. #19101 CONTACT: HEATH VOYLES, P.E. EMAIL: HEATH@WESTFALLENGINEERING.COM PAGE 1 OF 2 GENERAL NOTES: 1.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. 2.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 3.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY. 4.NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 5.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 6.MINIMUM FINISHED FLOOR ELEVATIONS (FFE) ARE AT LEAST 2 FEET ABOVE THE 100-YEAR FLOODPLAIN. 7.THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0065G DATED MARCH 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS. 8.THE PURPOSE OF THIS PLAT IS TO CREATE A RESIDENTIAL SUBDIVISION. 9.BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD 83). ELECTRIC: COSERV 7701 S STEMMONS CORINTH, TX 76065 (940)321-7844 WEBSITE: https://www.coserv.com TELEPHONE: CENTURYLINK 450 MAIN ST LAKE DALLAS, TX 75065 (940)227-4202 WEBSITE: https://www.centurylink.com WATER: BOLIVAR WATER SUPPLY COMPANY 4151 FM 455 WEST SANGER, TX 76266 (940)458-3931 WEBSITE: https://www.bolivarwatersc.com/ 13 Item 3. Approved: __________________________________ ______________ Chairman, Planning & Zoning Commision Date City of Sanger, Texas __________________________________ ______________ Mayor Date City of Sanger, Texas Attested by __________________________________ ______________ City Secretary, City of Sanger, Texas Date STATE OF TEXAS COUNTY OF DENTON We, Tracom Enterprises, Inc, the undersigned, are the owners of the land shown on this plat within the area described by metes and bounds as follows: BEING all that certain lot, tract, or parcel of land situated in the William Mason Survey Abstract Number 801 in Denton County, Texas, being all that certain tract of land conveyed by deed from Josephine B. Hoehn to Wilbur Clarence Hoehn recorded in Volume 748, Page 804, Deed Records, Denton County, Texas and being more particularly described as follows: BEGINNING at a P. K. nail set for corner in Metz Road, a public roadway, said point being the northeast corner of that certain tract of land conveyed by deed from Fanton R. Hoehn and wife, Anna Mae Hoehn to Charles E. Stobaugh recorded in Volume 2827, Page 965, Real Property Records, Denton County, Texas; THENCE South 87°03'28" West, 844.96 feet with the north line of said Stobaugh tract to a fence corner for corner; THENCE South 02°12'57" West, 183.22 feet with the north line of said Stobaugh tract to an iron rod set for corner; THENCE South 89°55'26" West, 1,687.76 feet with the north line of said Stobaugh tract to an iron rod set for corner in the east line of Lot 6, Block A of Saddle Ridge Estates, an addition to Denton County, Texas according to the plat thereof recorded in Cabinet M, Page 241, Plat Records, Denton County, Texas; THENCE North 00°16'06" East, 1,018.38 feet with said east line of said Lot 6, Block A of said Saddle Ridge Estates to an iron rod set for corner in Hoehn Road, a public roadway; THENCE North 89°54'03" East, 2,530.63 feet with said Hoehn Road to an iron rod set for corner in said Metz Road; THENCE South 00°14'07" East, 798.54 feet with said Metz Road to the PLACE OF BEGINNING and containing 55.50 acres of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Tracom Enterprises, Inc, acting herein by and through its duly authorized officer does hereby adopt this plat designating the herein above described property as Lots 1-30, Block A, Lonesome Dove Addition, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, of other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time procuring permission from anyone. WITNESS MY HAND this ___ day of ____________, 2022. _____________________________ Keith Smith (Tracom representative) STATE OF TEXAS COUNTY OF DENTON BEFORE ME, the undersigned authority, on this day personally appeared, Keith Smith, known to me to be the person whose name is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Given under my hand and seal of office this ____ day of ___________ , 2022 _________________________________ Notary Public in and for the State of Texas Commission expires: _________________________________ STANDARD DENTON COUNTY CONSTRUCTION NOTES: 1. ALL LOTS WILL BE SERVICED BY BOLIVAR WATER. 2. ALL LOTS WILL HAVE SEPTIC SYSTEMS FOR SANITARY SEWER. 3. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER AND DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 4. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATION, PLANTINGS AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. 5. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 6. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 7. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM THE DENTON COUNTY AND BRIDGE DEPARTMENT BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION, OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OR-WAY. 8. NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN INDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION. 9. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. ELECTRIC: COSERV 7701 S STEMMONS CORINTH, TX 76065 (940)321-7844 WEBSITE: https://www.coserv.com TELEPHONE: CENTURYLINK 450 MAIN ST LAKE DALLAS, TX 75065 (940)227-4202 WEBSITE: https://www.centurylink.com WATER: BOLIVAR WATER SUPPLY COMPANY 4151 FM 455 WEST SANGER, TX 76266 (940)458-3931 WEBSITE: https://www.bolivarwatersc.com/ GENERAL NOTES: 1.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. 2.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 3.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY. 4.NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 5.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 6.MINIMUM FINISHED FLOOR ELEVATIONS (FFE) ARE AT LEAST 2 FEET ABOVE THE 100-YEAR FLOODPLAIN. 7.THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0065G DATED MARCH 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS. 8.THE PURPOSE OF THIS PLAT IS TO CREATE A RESIDENTIAL SUBDIVISION. 9.BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD 83). SURVEYORS CERTIFICATE STATE OF TEXAS COUNTY OF DENTON I hereby certify that this plat is true and correct and was prepared from an actual Survey of the property made on the ground under my supervision. Tommy Q. Burks Registered Professional Land Surveyor No. 5509 Burks Land Surveying 223 CR 1260 Decatur, Tx 76234 FIRM NO. 10069700 VICINITY MAP N.T.S. N WE s VIEW RD HOEHN RD ME T Z R D W L O U I S R D IN T E R S T A T E H I G H W A Y 3 5 CO RD 200 CO R D 2 0 0 CO R D 2 0 0 CO RD 256 SITE OWNER / DEVELOPER: TRACOM ENTERPRISES INC 4925 GREENVILLE AVE STE 200, DALLAS, TX, 75206 CONTACT: KEITH SMITH FINAL PLAT LONESOME DOVE ADDITION LOTS 1 - 30, BLOCK A 5.15 AC R.O.W. DEDICATION 55.50 ACRES (2,417,492.19 SQ.FT.) OUT OF THE WILLIAM MASON SURVEY, ABSTRACT NO. 801 SANGER ETJ, DENTON COUNTY, TEXAS PREPARED: AUGUST 19, 2022 SURVEYOR: BURKS LAND SURVEYING 223 CR 1260 DECATUR, TX 76255 CONTACT: QUINT BURKS, RPLS ENGINEER / APPLICANT: WESTFALL ENGINEERING CIVIL ENGINEERING CONSULTANTS TBPE FIRM REG. #19101 CONTACT: HEATH VOYLES, P.E. EMAIL: HEATH@WESTFALLENGINEERING.COM PAGE 2 OF 2 14 Item 3. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / Complete (Check #_ ) Incomplete (Returned to Applicant / _/ ) Heath Voyes Westfall Engineering, PLLC 1719 Angel Pkwy Ste 400-206 Allen, TX 75002 817-657-4759 heath@westfallengineering.com Keith Smith Tracom Enterprises Inc 4925 Greenville, Ave Ste 200 Dallas, TX 75206 469-877-3766 ksmith@usrealtyteam.com X X X X X X X X X 59572 9/13/2022 Authentisign ID: 350B2E9B-9754-4FAA-9083-B83DE0FD22C4Authentisign ID: 350B2E9B-9754-4FAA-9083-B83DE0FD22C4 15 Item 3. 1719 ANGEL PARKWAY STE. 400-206 ALLEN, TX 75002 Bonton Wellness TBPE FIRM REG. #19101 September 14, 2022 Ms. Ramie Hammonds City of Sanger Development Services 201 Bolivar Sanger, TX 76266 RE: Letter of Intent – Final Plat: Lonesome Dove Addition Ms. Hammonds, Please let this letter serve as our formal Letter of Intent for the Final Plat for the property located at the southwest corner of Metz Road and Hoehn Road. The subject property is located outside of Sanger’s City limits, but within the City’s ETJ. The 55.50+/- acre property is anticipated to create approximately 30 residential lots. The Final Plat has been prepared in general conformance with the approved Preliminary Plat. This Final Plat requests three variances from the subdivision ordinance as were approved with the Preliminary Plat: 1. The minimum of 1.5 acre for Estate lots not apply 2. Maximum cul-de-sac length to not apply 3. Maximum block length to not apply The 6 lots at the northeast corner of subdivision are approximately 1.4 acres and slightly smaller than the 1.5 acre requirement for estate lots. The proposed roadway, Lonesome Dove Trail, has been aligned so that all lots on the south side of the proposed right-of-way meet the 1.5 acre requirement. The average lot size for the proposed subdivision is approximately 1.68 acres. Requests 2 and 3 are related. This Final Plat proposes a central estate style road with a 60-ft right-of-way running through the center of the subdivision. The total length of the proposed roadway is just over 2100- ft. It would take a vehicle travelling 30 mph about 45 seconds to travel the length of the street. This limited amount of time would not be an undue burden on the residents or emergency vehicles. It also removes an unnecessary connection to Hoehn Road which is likely to have limited use as residents would be using the paved internal street to access the Metz Road. A central turn around meeting the geometry requirements of a cul-de-sac is proposed approximately midway in the proposed roadway. This style of development has been successfully implemented and allows the residents the benefit of a dead-end street that won’t have cut-through traffic. The layout creates a single block which would exceed the maximum in the subdivision ordinance and is common for a single block subdivision. The City’s future land use plan identifies this area as rural residential. We believe this development is in conformance with the future land use plan and the requested variances are in line with the spirit of the City’s ordinances while allowing for a unique approach to a rural residential development. Sincerely Heath Voyles, PE 16 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 09/27/2022 1st REVIEW COMMENTS – Final Plat (Lonesome Dove Addition) Request is for a Final Plat of the Lonesome Dove Addition, being approximately 55.50 acres, prepared by Westfall Engineering, submitted on 09/14/2022. Below are the comments that should be addressed prior to City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Describe and locate all permanent survey monuments, pins, and control points and tie and reference the survey corners at two points to the Texas State Plan Coordinate System North Central Zone 1983-1999 datum. 2. Provide an accurate location of at least two corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the City Engineer. 3. Provide an accurate location of the subdivision in reference to the deed records of the county which shall include volume and page of the deed of the property. 4. Show the accurate location, material, and approximate size of all monuments. 5. Provide total number of lots in title block. 6. Provide a signed and notarized copy of private restrictions (if any), that are filed for record in the office of the County Clerk. Informational Comments 1. The property is within the City of Sanger’s ETJ. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday October 10, 2022, and for City Council meeting on Monday November 7, 2022. 17 Item 3. 3803 Parkwood Blvd. Suite 800 Frisco, Texas 75034 (214) 618-4570 Fax (214) 739-0095 September 28, 2022 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lonesome Dove Addition – Final Plat First Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a first review of the Civil Plans for the Lonesome Dove Addition located near the intersection of Metz Road and Hoehn Road. The proposed improvements are located within the City of Sanger ETJ. The plans were prepared by Westfall Engineering and are dated September 13, 2022. It is our understanding that Planning and Zoning approved the preliminary plat with the following variances approved: 1. The minimum of 1.5 acre for Estate lots not apply 2. Maximum cul-de-sac length to not apply 3. Maximum block length to not apply We have completed the civil review of the plans and have the below comments. Please note a detailed Hydrology and Hydraulic review is forth coming. Final Plat Sheet 1 of 2: 1. Not a true statement. State the exception you received from Planning and Zoning for undersized lots. 2. Entire 16' drainage easement needs to be in lot. Cannot split with neighboring parcel. C3.00 – Paving Plan and Profile: 1. City requires an 8-inch minimum of lime stabilized. 2. Provide radius for cul-de-sac returns. 3. Provide radius for curb returns at the intersection of Lonesome Dove Trail and Metz Road. 4. Increase K value to meet 30 mph design speed. 5. HGL for both culverts is above ditch high point. This will cause carry over which is not accounted for in your calculations 6. Verify. Center of pipe is higher than upstream invert. 18 Item 3. Ms. Ramie Hammonds September 28, 2022 Page 2 of 3 C4.00 – Grading Plan: 1. The proposed ditch between Lot 5 and Lot 6 will not have capacity as currently shown. 2. All ditches must meet minimum of 0.5% longitudinal slope. 3. Do not want ROW/Property line within the flooded area (HGL). Pull ROW back beyond HGL elevation and beyond rock rubble. 4. Per city ordinance all channels shall be trapezoidal with a max velocity of 6 ft/s and allows 1' of freeboard. 5. All Sections. Provide edge of pavement call out with elevation, property line with elevation, prove ditch section has 1' of freeboard. 6. Section B-B does not take into account HGL at structure. 7. Verify direction of Section Section B-B. Downstream HGL should not be higher than upstream. 8. Lot to Lot drainage is not permitted. 9. Provide section downstream in existing ditch 100’ downstream of Culvert A. C4.01 – Grading Plan: 1. The proposed ditch between Lots 9, 10, and 11 will not have capacity as currently shown. Drainage will bypass these channels and follow the existing contours and cross lot lines. 2. Proposed contours between Lots 18 and Lot 19 as well as Lot 21 and 22 show a lowpoint behind the houses. 3. Provide minimum 0.5 % longitudinal slope for all ditches. Provide more control for your contractor. C5.00 – Downstream Assessment: 1. Detailed H&H comments are forthcoming. C6.00 – Storm Culvert A and B and C Plan and Profile: 1. Hoehn intersection will need to be reconstructed. Show your proposed improvements (Plan and Profile). 2. Provide proposed grading and show existing contours. I am concerned with downstream ditch capacity. 3. Headwall is to close to edge of pavement and is within clear zone. 4. Provide box culvert details and Traffic control Plan. 5. Pull ROW back out of Headwater depth and out from stone riprap. 6. Provide 1' of freeboard. 7. HW is higher than the highpoint of road ditch. Will have split flow to Culvert C. This has not been accounted for. 8. Verify grading. Ditch between lots should be draining to culvert. 9. Remove high point in ditch. Do not pond water. 19 Item 3. Ms. Ramie Hammonds September 28, 2022 Page 3 of 3 10. HW is higher than the highpoint of road ditch. Will have split flow to adjacent Culvert. This has not been accounted for. C6.00 – Storm Culvert D and E Plan and Profile: 1. HW is higher than the highpoint of road ditch. Will have split flow to adjacent Culvert. This has not been accounted for. 2. HW is higher than the highpoint of road ditch. Will have split flow to adjacent Culvert. This has not been accounted for. C6.02 – Storm Culvert Calculations: 1. Verify calculations. Appears to be bypass in ditches which are not accounted for in these calcs. C7.00 – Utility Plan: 1. Provide fire hydrant at intersection. 2. City requires letter from Bolivar WSC stating they can supply the subdivision with water and they approve your design. 3. Max distance between fire hydrants is 500 feet. Evaluate spacing between all fire hydrants. C8.00 – Signage Plan: 1. Provide stop bar. 2. Remove weigh limit sign unless County has a requirement. C9.00 – Erosion Control Plan: 1. Show entire limits of work and provide erosion control measures. The Engineer/Owner shall revise the plans to address the above-stated comments. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7480. Sincerely, HALFF ASSOCIATES, INC. TBPELS Firm No. 312 Steven D. Templer, P.E. Attachments: markups 20 Item 3. THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. C1.00 CIVIL CONSTRUCTION PLANS FOR SEPTEMBER 2022 METZ ROAD AND HOEHN ROAD SANGER ETJ, DENTON COUNTY, TEXAS VICINITY MAP N.T.S. OWNER / DEVELOPER SUBMITTAL LOG DATE DESCRIPTION SEPTEMBER 2022 CITY REVIEW SUBMITTAL LONESOME DOVE SHEET INDEX SHEET NO. SHEET TITLE C1.00 C1.01 C1.02 C2.00 C3.00 C3.01 C4.00 C4.01 C5.02 C5.00 C5.01 C5.03 C6.00 C6.02 C6.02 C7.00 C8.00 C9.00 C9.01 C10.00 C11.01 C10.02 COVER SHEET GENERAL NOTES FINAL PLAT DEMOLITION PLAN PAVING PLAN AND PROFILE PAVING PLAN AND PROFILE GRADING PLAN GRADING PLAN DRAINAGE AREA MAP PRE-PROJECT DOWNSTREAM ASSESSMENT POST-PROJECT DOWNSTREAM ASSESSMENT DRAINAGE AREA MAP STORM CULVERT A AND B AND C PLAN AND PROFILE STORM CULVERT D AND E PLAN AND PROFILE STORM CULVERT CALCULATIONS UTILITY PLAN SIGNAGE PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS N WE s ENGINEER 1719 ANGEL PKWY, SUITE 400-206 ALLEN, TX 75002 TBPE FIRM REG. #19101 (817) 657-4759 CONTACT: HEATH VOYLES, P.E. LO N E S O M E D R I V E - P R O J E C T N O . 1 6 8 0 2 TRACOM ENTERPRISES INC 4925 GREENVILLE AVE STE 200, DALLAS, TX, 75206 CONTACT: KEITH SMITH VIEW RD HOEHN RD ME T Z R D W L O U I S R D IN T E R S T A T E H I G H W A Y 3 5 CO RD 200 CO R D 2 0 0 CO R D 2 0 0 CO RD 256 SITE SURVEYOR BURKS LAND SURVEYING 223 CR 1260 DECATUR, TX 76255 CONTACT: QUINT BURKS, RPLS 21 Item 3. GE N E R A L N O T E S C1.01 SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX GENERAL NOTES OVERALL: 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION AND DETAIL SHALL BE FOLLOWED. 2.THE CONTRACTOR SHALL COMPLY WITH ANY APPLICABLE CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION. FOR INSTANCES WHERE THEY CONFLICT WITH THESE WESTFALL ENGINEERING, PLLC GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY. 3.THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS. 4.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. 5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECT SURVEYOR, AND ARE BASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME BENCHMARKS. 6.THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEER IMMEDIATELY. 7.IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEER FOR REVIEW. 8.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING. 9.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL CONTROL. 10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IF APPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION. 14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES. 15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE UTILITY COMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THE PRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH AN EXISTING UTILITY. 16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTING POLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTING UNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BE ENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESE PLANS. 17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND UNDERGROUND POWER LINE, AND UTILITY POLE ADJUSTMENTS NEEDED. 18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT. 19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAY ITEM. 21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS FROM POWER LINES. 22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION. 23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, GEOTECHNICAL REPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE. 25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES. 26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. 28.ALL SYMBOLS SHOWN ON THESE PLANS (E.G. FIRE HYDRANT, METERS, VALVES, INLETS, ETC.…) ARE FOR PRESENTATION PURPOSES ONLY AND ARE NOT TO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR. 29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. REFERENCE THE BUILDING PLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THE BUILDING FOOTPRINT. 30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS. 31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO WESTFALL ENGINEERING, PLLC BY THE PROJECT ARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATED ARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFY WHAT PART OF THE BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITS FINAL POSITION ON THE SITE BASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANY DIFFERENCES FOUND SHALL BE REPORTED TO WESTFALL ENGINEERING, PLLC IMMEDIATELY. 32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR MATERIALS TESTING. 34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR. 38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER. 39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER. 40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER, INCLUDING AS NECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT. 41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARE TO BE RELOCATED DURING CONSTRUCTION. 42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. 45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS. 47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS. 48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER, STORAGE, AND STAGING OPERATIONS AND LOCATIONS. 49.LIGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES. 50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BE ADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING. 52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO MATCH ACTUAL FINISHED GRADES AT THE TIME OF PAVING. 53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDING BUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS. 54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN PRIOR TO THE START OF CONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN. 55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS. 56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONS FROM THESE PLANS MADE DURING CONSTRUCTION. EROSION CONTROL: 1.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000”. 3.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE. 4.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE. 6.CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE. 7.AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVED DETAILS. 8.THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED. 9.CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING. 10.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATION AND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN. 12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER. 13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY. 14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALL INGRESS/EGRESS. 15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY. 16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THE CONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS. 17.WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP. 18.CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON-SITE DRAINAGE AREAS THAT ARE GREATER THAN 10 ACRES, PER TCEQ AND CITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALL ARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED. 19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR. 20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING TRACKED ONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE. 21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE. 22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES. 23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER. 24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY THE CONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS. STORM WATER DISCHARGE AUTHORIZATION: 1.CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS. 2.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM TXR 150000. 3.THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO COMMENCING CONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALL PROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE, INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY THE TCEQ AND EPA (E.G. NOI). 5.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 6.A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY BY THE CONTRACTOR AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 7.A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY STRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER A DIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE. DEMOLITION: 1.WESTFALL ENGINEERING, PLLC IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS PRELIMINARY DEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE. 2.WESTFALL ENGINEERING, PLLC DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BE REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES. 3.THIS DEMO PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THE DEMOLITION PLAN: A.ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER, B.ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER, C.GEOTECHNICAL REPORT PROVIDED BY THE OWNER. D.OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE. 5.CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED REPORTS HAVE BEEN PREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE. 6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY. 7.WESTFALL ENGINEERING, PLLC DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED. 8.SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT, FOUNDATIONS OR WALLS, THAT ARE ALSO TO BE REMOVED. GRADING: 1.THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY. 3.UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF PAVEMENT SURFACE. IN LOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURB ELEVATION. 4.PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE. 5.PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY. 6.ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN. 7.CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH, STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP OF FINISHED GRADE. 8.NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWN EARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER. 9.ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA. 10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE. 11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF GRADING. REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTY LINE AND SITE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITH THE RECEIVING LANDOWNER'S APPROVAL TO DO SO. 14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTOR SHALL REFER TO LANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL. 15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES. 16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR ANY REASON OR ANY LENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED. 17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF. 18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS. 19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT. SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR SOILS TESTING. 21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY. 22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD. 24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETER OF THE PROPOSED BUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION. 26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER. 27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS NEEDED FOR GRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION. 28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN THE FIELD THAT AFFECT THE GRADING PLAN TO THE CIVIL ENGINEER. 29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, AND PROPOSED SITE GRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK. 30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREE PRESERVATION PLANS BY THE LANDSCAPE ARCHITECT. 31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS REGARDING EXISTING TREES TO BE REMOVED AND PRESERVED. 32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE CONFIRMED IN WRITING THAT ONE IS NOT NEEDED FOR THE TREE(S). 33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM. 34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED. 35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED. RETAINING WALLS: 1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP AND BOTTOM OF THE WALL. 2.RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER. 3.RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL FIT IN THE WALL ZONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL BE PERFORMED BY A LICENSED ENGINEER AND ARE NOT PART OF THIS PLAN SET. 4.RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT BUILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES. 5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS. PAVING: 1.ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION/DETAIL SHALL BE FOLLOWED. 2.ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING ALL ADDENDA. 3.ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT THAN THOSE IN THE GEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BE FOLLOWED. 4.ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 5.CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL PAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FOR PAVING AND PAVING SUBGRADE TESTING. 6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND PAVING SUBGRADE, THAT THE WORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS. 7.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'S RECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR ARE ADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLY EXISTING. 8.CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAIL AND SPECIFICATIONS. 9.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. 10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TAS STANDARDS, LATEST EDITION. 11.ANY COMPONENTS OF THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. 12.CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION. 13.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERE TO CITY AND OWNER STANDARDS. 14.REFER TO GEOTECHNICAL REPORT FOR PAVING JOINT LAYOUT PLAN REQUIREMENTS FOR PRIVATE PAVEMENT. 15.REFER TO CITY STANDARD DETAILS AND SPECIFICATIONS FOR JOINT LAYOUT PLAN REQUIREMENTS FOR PUBLIC PAVEMENT. 16.ALL REINFORCING STEEL SHALL CONFORM TO THE GEOTECHNICAL REPORT, CITY STANDARDS, AND ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT OF THE CITY AND GEOTECHNICAL STANDARDS. 17.ALL JOINTS SHALL EXTEND THROUGH THE CURB. 18.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 19.CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY OF THE PAVING WORK. 20.ALL SAWCUTS SHALL BE FULL DEPTH FOR PAVEMENT REMOVAL AND CONNECTION TO EXISTING PAVEMENT. 21.FIRE LANES SHALL BE MARKED AND LABELED AS A FIRELANE PER CITY STANDARDS. 22.UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED SO THEY ARE READILY VISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED. 23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT OF PAVEMENT. ALL CONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, AND ARCHITECT) SHALL BE CONSULTED. 24.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, TAS, AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA AND TAS SLOPE COMPLIANCE ISSUES. STORM DRAINAGE: 1.ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 3.THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. 4.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 5.FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING PLAN AND FIELD CONDITIONS PRIOR TO THEIR INSTALLATION. 6.ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 7.ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 8.ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT. 9.ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND GREATER SHALL BE CLASS III RCP OR OTHER APPROVED MATERIAL. 10.WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED. 11.IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THE OWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BE WATERTIGHT. 12.THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL STORM SEWER LINES. 13.EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS. 14.ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PREFABRICATED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. 15.USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS THAN 100 FEET. 16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 17.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. POND NOTES: 1.ANY PONDS THAT ARE INTENDED TO HOLD WATER INDEFINITELY SHALL BE CONSTRUCTED WATERTIGHT. 2.FOR ANY PONDS INTENDED TO HOLD WATER INDEFINITELY: THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR POND LINER SPECIFICATIONS. 3.A GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ALL POND LINER MATERIAL, PLACEMENT PROCEDURES, AND PROVIDE TESTING TO ENSURE THE POND LINER MATERIAL PLACED IS WATERTIGHT. 4.STORM SEWER PIPES AND HEADWALLS THAT CONNECT TO A POND INTENDED TO HOLD WATER INDEFINITELY SHALL BE INSTALLED WITH WATERTIGHT JOINTS TO AT LEAST 1-FOOT ABOVE THE NORMAL POOL WATER SURFACE ELEVATION. 5.ANY GRAVEL OR OTHER PERVIOUS EMBEDMENT AROUND PIPES OR OUTFALL STRUCTURES NEAR THE POND SHALL BE ELIMINATED FOR AT LEAST 20-FEET FROM THE POND SO NO ROUTE FOR WATER TO LEAK THROUGH THE EMBEDMENT MATERIAL IS PROVIDED. BACKFILL IN THESE AREAS SHALL BE OF IMPERVIOUS MATERIAL. 6.FOR ANY PONDS INTENDED TO HOLD WATER INDEFINITELY: THE WATER LEVEL FOLLOWING COMPLETION AND FILLING OF THE POND SHALL BE MONITORED BY THE CONTRACTOR FOR AT LEAST 60 DAYS TO OBSERVE WATER INFLOW, OUTFLOW, AND CALCULATE EVAPORATION TO VERIFY THAT THE POND IS WATERTIGHT. 7.FOR ANY PONDS INTENDED TO HOLD WATER INDEFINITELY: THE POND WATER LEVEL SHALL ALSO BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION SO THAT IT REMAINS FULL TO ITS DESIGN WATER LEVEL, AND IS NOT LOWERED, AS THIS MAY DRY-OUT THE POND LINER AND RISK ITS WATERTIGHT PROPERTIES. WATER AND WASTEWATER: 1.ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. 2.CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING WATER AND WASTEWATER FACILITIES THAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY WATER OR WASTEWATER CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. 3.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING. 4.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE. 5.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE WATER AND WASTEWATER IMPROVEMENTS. 6.ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 7.ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS. 8.FIRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR, AND COMPLY TO THE APPLICABLE CODES AND INSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE FIRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES. 9.EMBEDMENT FOR ALL WATER AND WASTEWATER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS. 10.CONTRACTOR SHALL TAKE REQUIRED SANITARY PRECAUTIONS, FOLLOWING ANY CITY, TCEQ, AND AWWA STANDARDS, TO KEEP WATER PIPE AND FITTINGS CLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT IN PROGRESS. 11.CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL WATER AND WASTEWATER LINES. 12.ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE 5-FEET OUTSIDE THE BUILDING, UNLESS NOTED OTHERWISE. 13.CONTRACTOR SHALL COMPLY WITH CITY REQUIREMENTS FOR WATER AND WASTEWATER SERVICE DISRUPTIONS AND THE AMOUNT OF PRIOR NOTICE THAT IS REQUIRED, AND SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE CITY DEPARTMENT. 14.CONTRACTOR SHALL SEQUENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION OF SERVICE TO SURROUNDING PROPERTIES. 15.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IF NECESSARY, BY USE OF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 16.THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LINES IMMEDIATELY. ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, AND SANITARY SEWER SERVICES ARE SUBSIDIARY TO THE WORK, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 17.VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT FINISHED SURFACE GRADE OF THE PROPOSED PAVEMENT. 18.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 19.ALL FIRE HYDRANTS, VALVES, TEES, BENDS, WYES, REDUCERS, FITTINGS, AND ENDS SHALL BE MECHANICALLY RESTRAINED AND/OR THRUST BLOCKED TO CITY STANDARDS. 20.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THE JOINTS ARE GREATER THAN 9-FEET FROM THE CROSSING. 21.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER, WASTEWATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 217.53. 22.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITH TCEQ CHAPTER 290.44. 23.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQ STANDARDS AND SPECIFICATIONS. AT A MINIMUM, THIS SHALL CONSIST OF THE FOLLOWING: A.ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTO SERVICE. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. B.WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE TESTED. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISION INSPECTION SHALL BE PERFORMED AND PROVIDED TO THE CITY AND OWNER ON A DVD. 24.CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM OF 12” ABOVE WATER AND WASTEWATER LINES. MARKER DECALS SHALL BE LABELED “CAUTION - WATER LINE”, OR “CAUTION - SEWER LINE”. DETECTABLE WIRING AND MARKING TAPE SHALL COMPLY WITH CITY STANDARDS, AND SHALL BE INCLUDED IN THE COST OF THE WATER AND WASTEWATER PIPE. 25.DUCTILE IRON PIPE SHALL BE PROTECTED FROM CORROSION BY A LOW-DENSITY POLYETHYLENE LINER WRAP THAT IS AT LEAST A SINGLE LAYER OF 8-MIL. ALL DUCTILE IRON JOINTS SHALL BE BONDED. 26.WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER REQUIRED BY THE CITY. 27.CONTRACTOR SHALL PROVIDE CLEAN-OUTS FOR PRIVATE SANITARY SEWER LINES AT ALL CHANGES IN DIRECTION AND 100-FOOT INTERVALS, OR AS REQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTS REQUIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS FLUSH WITH FINISHED GRADE. 28.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLE PLUMBING CODE (E.G. FLOOR ELEVATION OF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER). CONTRACTOR SHALL REVIEW BOTH MEP AND CIVIL PLANS TO CONFIRM WHERE THESE ARE REQUIRED. 29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 30.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. REFER TO GEOTECHNICAL REPORT NO. 21315, PREPARED BY CRI LABS, DATED: OCTOBER 13, 2021. GEOTECH NOTE: 60' ROW LC 30.0' 14.0'2.0' 6" LIME STABILIZED SUBGRADE SHALL CONFORM TO TXDOT ITEM NO 260 WITH HYDRATEDLIME BY DRY WT. @ 24 LBS/SY. LIME SHALL BE MIXED WITH THE EXISTING SOIL AFTER SCARIFYING TO A DEPTH OF AT LEAST 6". SUBGRADE SHALL BE COMPACTED TO BETWEEN 95 AND 100% STANDARD PROCTOR AT A MOISTURE CONTENT OF -2% TO +4% OPTIMUM. SUBGRADE TO EXTEND A MINIMUM OF 1' BEYOND EDGE OF PAVEMENT. 6" - 4000 PSI CONCRETE WITH #3 BARS @ 18" O.C.E.W. OR #4 BARS @ 24" O.C.E.W. PROFILE GRADE 2.0% 30.0' 14.0' 2.0' SHOULDER 2.0%1' 14.0' BAR DITCH14.0' 4:1 M A X 4:1 MAX 28' E-E TYPICAL SECTION N.T.S. 22 Item 3. VICINITY MAP N.T.S. N WE s VIEW RD HOEHN RD ME T Z R D W L O U I S R D IN T E R S T A T E H I G H W A Y 3 5 CO RD 200 CO R D 2 0 0 CO R D 2 0 0 CO RD 256 SITE 0'0'50'100'200' GRAPHIC SCALE 1" = 100' N WE s LEGEND PROPERTY LINE EASEMENT RIGHT OF WAY UTILITY EASEMENT DRAINAGE EASEMENT DRAINAGE AND UTILITY EASEMENT VISIBILITY EASEMENT R.O.W. U.E. D.E. D.U.E. V.E. E-E EDGE TO EDGE SURVEYORS CERTIFICATE STATE OF TEXAS COUNTY OF DENTON I hereby certify that this plat is true and correct and was prepared from an actual Survey of the property made on the ground under my supervision. Tommy Q. Burks Registered Professional Land Surveyor No. 5509 Burks Land Surveying 223 CR 1260 Decatur, Tx 76234 FIRM NO. 10069700 CURVE TABLE CURVE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 RADIUS 960.00' 1040.00' 530.00' 66.00' 66.00' 470.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 530.00' 66.00' 66.00' 470.00' LENGTH 40.94' 41.23' 129.56' 57.31' 87.75' 115.81' 13.49' 66.85' 64.41' 64.66' 64.75' 64.76' 13.49' 130.59' 46.13' 98.92' 101.04' DELTA 002°26'36" 002°16'18" 014°00'23" 049°45'10" 076°10'33" 014°07'04" 011°42'28" 058°02'01" 055°54'41" 056°07'51" 056°12'51" 056°13'24" 011°42'28" 014°07'04" 040°03'01" 085°52'42" 012°19'02" CHORD BEARING N89°02'45"E N88°57'35"E S82°53'52"W N66°07'45"W S50°54'24"W S82°50'31"W N32°59'19"W N67°51'34"W S55°10'05"W S00°51'10"E S57°01'32"E N66°45'21"E N32°47'25"E N82°50'31"E S61°16'40"E N55°45'28"E N81°56'30"E CHORD LENGTH 40.94' 41.23' 129.24' 55.53' 81.43' 115.52' 13.46' 64.03' 61.88' 62.10' 62.19' 62.20' 13.46' 130.26' 45.20' 89.92' 100.85' LINE TABLE LINE NO. L1 L2 L3 L4 L5 BEARING S44°59'02"E S44°49'58"W S45°10'02"E N00°16'06"E S87°03'28"W LENGTH 14.20' 14.13' 14.16' 17.03' 40.04' HOEHN ROAD (GRAVEL) ME T Z R O A D (A S P H A L T ) 40 . 0 ' 40 . 0 ' 28 . 0 ' PV M T E - E 40 . 0 ' POB N: 7201158.16 E: 2367357.17 60 . 0 ' RO W 60 . 0 ' RO W S89°54'03"W 673.05' S89°54'03"W 812.40' S75°46'59" W 368.14' 5 0 0 'R 5 0 0 'R R50 . 0 ' R5 0 . 0 ' 8.0'8.0' 8.0'8.0' 8.0' 8.0' 28 . 0 ' E- E P V M T LONESOME DOVE TRAIL 40.0' 40.0' FH FH FH S89°54'16"E 1,950.64' ME T Z R D ( A S P H A L T ) IRS CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T WOLSKI, EDWARD F A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 LOT 20 1.71 AC. LOT 24 1.81 AC. LOT 25 1.83 AC. LOT 30 1.61 AC. LOT 29 1.52 AC. LOT 6 1.40 AC.LOT 7 1.53 AC. LOT 2 1.40 AC.LOT 5 1.40 AC. LOT 4 1.40 AC. LOT 23 1.74 AC. LOT 8 1.53 AC. LOT 9 1.53 AC. LOT 10 1.53 AC. LOT 11 1.53 AC. LOT 22 1.71 AC. LOT 21 1.71 AC. LOT 19 1.71 AC. LOT 18 1.71 AC.LOT 16 3.01 AC. LOT 12 1.53 AC. N0 ° 0 5 ' 5 7 " W 40 5 . 2 5 ' S0 0 ° 1 4 ' 0 7 " E 3 8 6 . 5 5 ' N67°53 ' 3 6 " E 422.47 ' S27 ° 4 5 ' 5 9 " W 51 9 . 4 9 ' N89°55'26"W 203.14' N0 0 ° 1 6 ' 0 6 " E 3 3 4 . 2 6 ' N0 ° 0 5 ' 5 7 " W 48 4 . 6 2 ' N89°54'03"E 142.69' S0 ° 0 5 ' 5 7 " E 49 6 . 3 8 ' N89°55'26"W 150.00' N0 ° 0 5 ' 5 7 " W 49 6 . 8 4 ' N89°54'03"E 150.00' S0 ° 0 5 ' 5 7 " E 49 7 . 3 0 ' N89°55'26"W 150.00' S0 ° 0 5 ' 5 7 " E 49 8 . 2 2 ' N89°55'26"W 150.00' N0 ° 0 5 ' 5 7 " W 49 7 . 7 6 ' N89°54'03"E 150.00' N0 ° 0 5 ' 5 7 " W 51 7 . 1 5 ' S0 ° 3 7 ' 5 6 " W 52 3 . 9 4 ' N89°55'26"W 144.62' N0 ° 0 5 ' 5 7 " W 40 8 . 3 9 ' S0 ° 0 5 ' 5 7 " E 42 8 . 5 4 ' S87°03'28"W 155.27' N0 ° 0 5 ' 5 7 " W 42 1 . 1 2 ' N89°54'03"E 158.00' S0 ° 0 5 ' 5 7 " E 41 3 . 2 8 ' S87°03'28"W 158.19' N0 ° 0 5 ' 5 7 " W 31 9 . 9 1 ' S0 0 ° 1 4 ' 0 7 " E 2 9 8 . 6 7 ' S89°54'03"W 183.50' N0 ° 0 5 ' 5 7 " W 32 0 . 4 3 ' S0 ° 0 5 ' 5 7 " E 32 1 . 1 2 ' S89°54'03"W 190.00' N0 ° 0 5 ' 5 7 " W 34 5 . 6 6 ' S0 ° 0 5 ' 5 7 " E 33 6 . 8 2 ' S75°46'59" W 1 2 5 . 2 8 ' N0 ° 0 5 ' 5 7 " W 44 2 . 7 1 ' S0 ° 0 5 ' 5 7 " E 42 1 . 0 0 ' S0 ° 0 5 ' 5 7 " E 44 3 . 2 2 ' S89°54'03"W 150.00' N0 ° 0 5 ' 5 7 " W 44 3 . 7 3 ' S0 ° 0 5 ' 5 7 " E 44 4 . 2 4 ' S89°54'03"W 150.00' N0 ° 0 5 ' 5 7 " W 44 4 . 7 5 ' N 3 5 ° 2 0 ' 2 0 " W 5 0 3 . 1 1 ' S0 ° 0 5 ' 5 7 " E 43 3 . 9 6 ' LOT 26 1.50 AC. LOT 27 1.50 AC. LOT 28 1.51 AC. S89°54'03"W 190.00' N89°54'03"E 161.52' S87°03'28"W 161.72' N89°54'03"E 164.37' S87°03'28"W 175.53' S89°54'03"W 150.00'S89°54'03"W 150.00'S89°54'03"W 142.69' N73°5 4 ' 1 9 " W 404.79 ' N0 0 ° 1 6 ' 0 6 " E 3 3 3 . 7 8 ' N0 0 ° 1 6 ' 0 6 " E 3 3 3 . 3 1 ' N89°55'26"W 300.00' N89°54'03"E 150.00' N89°55'26"W 150.00' N89°54'03"E 150.00' N89°55'26"W 150.00'N89°55'26"W 150.00'N89°55'26"W 140.00' S87°03'28"W 154.19' N89°54'03"E 139.23' N89°54'03"E 2530.63' N0 0 ° 1 6 ' 0 6 " E 1 0 1 8 . 3 8 ' N89°55'26"W 1687.76' S0 2 ° 1 2 ' 5 7 " W 1 8 3 . 2 2 ' S87°03'28"W 844.96' S0 0 ° 1 4 ' 0 7 " E 7 9 8 . 5 4 ' LOT 1 1.41 AC. LOT 3 1.40 AC.LOT 13 1.93 AC. LOT 14 2.59 AC. LOT 15 1.76 AC. LOT 17 1.89 AC. S89°43'57"E 182.75'S89°43'57"E 190.00' S89°43'57"E 75.21' S89°54'16"E 32.63'S89°54'16"E 187.76'S89°54'16"E 173.24'S89°54'16"E 157.00'S89°54'16"E 153.35'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 150.00'S89°54'16"E 349.56'S89°54'16"E 147.16' S89°54'03"W 59.49' S75°46'59" W 96.63' S75°46'59" W 28.65' N75°46'59 " E 115.18' N75°46'59" E 68.36' N75°46'59" E 56.93' C1C2 C3 C4 C5 C6 C 7 C8C9 C1 0 C 1 1 C12 C1 3 C14 C1 5 C16 C17 L 1 L2 L 3 L4 L5 15' DRAINAGE AND UTILITY ESMT 15' DRAINAGE AND UTILITY ESMT 15' DRAINAGE AND UTILITY ESMT 5' U.E. 5' U.E. 5' U.E. 5' U.E. (3) 24" CMP 15" CMP (2) 24" CMP 16' D.E.16' D.E. 16' D.E.16' D.E. 16' D.E. 16' D.E. 30'X30' V.E. 30'X30' V.E. 30'X30' V.E. 30' BLDG. SETBACK 30' BLDG. SETBACK FINAL PLAT LONESOME DOVE ADDITION LOTS 1 - 30, BLOCK A 5.15 AC R.O.W. DEDICATION 55.50 ACRES (2,417,492.19 SQ.FT.) OUT OF THE WILLIAM MASON SURVEY, ABSTRACT NO. 801 SANGER ETJ, DENTON COUNTY, TEXAS PREPARED: AUGUST 19, 2022 OWNER / DEVELOPER: TRACOM ENTERPRISES INC 4925 GREENVILLE AVE STE 200, DALLAS, TX, 75206 CONTACT: KEITH SMITH SURVEYOR: BURKS LAND SURVEYING 223 CR 1260 DECATUR, TX 76255 CONTACT: QUINT BURKS, RPLS ENGINEER / APPLICANT: WESTFALL ENGINEERING CIVIL ENGINEERING CONSULTANTS TBPE FIRM REG. #19101 CONTACT: HEATH VOYLES, P.E. EMAIL: HEATH@WESTFALLENGINEERING.COM PAGE 1 OF 2 GENERAL NOTES: 1.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. 2.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 3.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY. 4.NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 5.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 6.MINIMUM FINISHED FLOOR ELEVATIONS (FFE) ARE AT LEAST 2 FEET ABOVE THE 100-YEAR FLOODPLAIN. 7.THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0065G DATED MARCH 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS. 8.THE PURPOSE OF THIS PLAT IS TO CREATE A RESIDENTIAL SUBDIVISION. 9.BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD 83). ELECTRIC: COSERV 7701 S STEMMONS CORINTH, TX 76065 (940)321-7844 WEBSITE: https://www.coserv.com TELEPHONE: CENTURYLINK 450 MAIN ST LAKE DALLAS, TX 75065 (940)227-4202 WEBSITE: https://www.centurylink.com WATER: BOLIVAR WATER SUPPLY COMPANY 4151 FM 455 WEST SANGER, TX 76266 (940)458-3931 WEBSITE: https://www.bolivarwatersc.com/ Entire 16' drainage easement needs to be in lot. Cannot split with neighboring parcel. Entire 16' drainage easement needs to be in lot. Cannot split with neighboring parcel. Not a true statement. State the exception you received from Planning and Zoning for undersized lots 23 Item 3. Approved: __________________________________ ______________ Chairman, Planning & Zoning Commision Date City of Sanger, Texas __________________________________ ______________ Mayor Date City of Sanger, Texas Attested by __________________________________ ______________ City Secretary, City of Sanger, Texas Date STATE OF TEXAS COUNTY OF DENTON We, Tracom Enterprises, Inc, the undersigned, are the owners of the land shown on this plat within the area described by metes and bounds as follows: BEING all that certain lot, tract, or parcel of land situated in the William Mason Survey Abstract Number 801 in Denton County, Texas, being all that certain tract of land conveyed by deed from Josephine B. Hoehn to Wilbur Clarence Hoehn recorded in Volume 748, Page 804, Deed Records, Denton County, Texas and being more particularly described as follows: BEGINNING at a P. K. nail set for corner in Metz Road, a public roadway, said point being the northeast corner of that certain tract of land conveyed by deed from Fanton R. Hoehn and wife, Anna Mae Hoehn to Charles E. Stobaugh recorded in Volume 2827, Page 965, Real Property Records, Denton County, Texas; THENCE South 87°03'28" West, 844.96 feet with the north line of said Stobaugh tract to a fence corner for corner; THENCE South 02°12'57" West, 183.22 feet with the north line of said Stobaugh tract to an iron rod set for corner; THENCE South 89°55'26" West, 1,687.76 feet with the north line of said Stobaugh tract to an iron rod set for corner in the east line of Lot 6, Block A of Saddle Ridge Estates, an addition to Denton County, Texas according to the plat thereof recorded in Cabinet M, Page 241, Plat Records, Denton County, Texas; THENCE North 00°16'06" East, 1,018.38 feet with said east line of said Lot 6, Block A of said Saddle Ridge Estates to an iron rod set for corner in Hoehn Road, a public roadway; THENCE North 89°54'03" East, 2,530.63 feet with said Hoehn Road to an iron rod set for corner in said Metz Road; THENCE South 00°14'07" East, 798.54 feet with said Metz Road to the PLACE OF BEGINNING and containing 55.50 acres of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Tracom Enterprises, Inc, acting herein by and through its duly authorized officer does hereby adopt this plat designating the herein above described property as Lots 1-30, Block A, Lonesome Dove Addition, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, of other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time procuring permission from anyone. WITNESS MY HAND this ___ day of ____________, 2022. _____________________________ Keith Smith (Tracom representative) STATE OF TEXAS COUNTY OF DENTON BEFORE ME, the undersigned authority, on this day personally appeared, Keith Smith, known to me to be the person whose name is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Given under my hand and seal of office this ____ day of ___________ , 2022 _________________________________ Notary Public in and for the State of Texas Commission expires: _________________________________ STANDARD DENTON COUNTY CONSTRUCTION NOTES: 1. ALL LOTS WILL BE SERVICED BY BOLIVAR WATER. 2. ALL LOTS WILL HAVE SEPTIC SYSTEMS FOR SANITARY SEWER. 3. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER AND DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 4. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATION, PLANTINGS AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. 5. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 6. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 7. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM THE DENTON COUNTY AND BRIDGE DEPARTMENT BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION, OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OR-WAY. 8. NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN INDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION. 9. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. ELECTRIC: COSERV 7701 S STEMMONS CORINTH, TX 76065 (940)321-7844 WEBSITE: https://www.coserv.com TELEPHONE: CENTURYLINK 450 MAIN ST LAKE DALLAS, TX 75065 (940)227-4202 WEBSITE: https://www.centurylink.com WATER: BOLIVAR WATER SUPPLY COMPANY 4151 FM 455 WEST SANGER, TX 76266 (940)458-3931 WEBSITE: https://www.bolivarwatersc.com/ GENERAL NOTES: 1.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. 2.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 3.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY. 4.NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 5.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 6.MINIMUM FINISHED FLOOR ELEVATIONS (FFE) ARE AT LEAST 2 FEET ABOVE THE 100-YEAR FLOODPLAIN. 7.THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0065G DATED MARCH 18, 2011 OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS. 8.THE PURPOSE OF THIS PLAT IS TO CREATE A RESIDENTIAL SUBDIVISION. 9.BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD 83). SURVEYORS CERTIFICATE STATE OF TEXAS COUNTY OF DENTON I hereby certify that this plat is true and correct and was prepared from an actual Survey of the property made on the ground under my supervision. Tommy Q. Burks Registered Professional Land Surveyor No. 5509 Burks Land Surveying 223 CR 1260 Decatur, Tx 76234 FIRM NO. 10069700 VICINITY MAP N.T.S. N WE s VIEW RD HOEHN RD ME T Z R D W L O U I S R D IN T E R S T A T E H I G H W A Y 3 5 CO RD 200 CO R D 2 0 0 CO R D 2 0 0 CO RD 256 SITE OWNER / DEVELOPER: TRACOM ENTERPRISES INC 4925 GREENVILLE AVE STE 200, DALLAS, TX, 75206 CONTACT: KEITH SMITH FINAL PLAT LONESOME DOVE ADDITION LOTS 1 - 30, BLOCK A 5.15 AC R.O.W. DEDICATION 55.50 ACRES (2,417,492.19 SQ.FT.) OUT OF THE WILLIAM MASON SURVEY, ABSTRACT NO. 801 SANGER ETJ, DENTON COUNTY, TEXAS PREPARED: AUGUST 19, 2022 SURVEYOR: BURKS LAND SURVEYING 223 CR 1260 DECATUR, TX 76255 CONTACT: QUINT BURKS, RPLS ENGINEER / APPLICANT: WESTFALL ENGINEERING CIVIL ENGINEERING CONSULTANTS TBPE FIRM REG. #19101 CONTACT: HEATH VOYLES, P.E. EMAIL: HEATH@WESTFALLENGINEERING.COM PAGE 2 OF 2 24 Item 3. OH P OH P OH P OH P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P DIRT ROAD HOEHN ROAD (GRAVEL) ME T Z R D ( A S P H A L T ) EXIST 3-24" CMP CULVERTS IRSIRS 1/2" IRS IRS 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T WOLSKI, EDWARD F A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T W W W W W W FL (3) 24" ≈ 728.6 HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T 1/2 IN IRF 1/2 IN IRF S89°54'16"E 1,950.64' 310 LF OF EXISTING POWERLINE TO BE REMOVED BY OTHERS EXISTING POWERPOLES TO BE REMOVED BY OTHERS EXISTING POWERPOLE TO BE REMOVED BY OTHERS REMOVE EXISTING TREES REMOVE 67 SY OF DIRT ROAD REMOVE EXISTING BUILDING REMOVE EXISTING TREES REMOVE EXISTING TREES REMOVE EXISTING 15" CMP SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX DE M O L I T I O N P L A N BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C2.00 N WE s 0'0'50'100'200' GRAPHIC SCALE 1" = 100' EXISTING PAVEMENT, BUILDING, AND APPURTENANCES TO BE REMOVED PROPOSED FULL DEPTH SAWCUT PROPOSED TREE PROTECTION EXISTING TREE TO BE REMOVED DEMOLITION LEGEND 25 Item 3. LONESOME DOVE TRAIL 725 730 735 740 745 750 755 760 725 730 735 740 745 750 755 760 -0+500+001+002+003+004+005+006+007+008+009+0010+0010+50 +1.00% -1.00% +1.50% -0.60% +0.60% PVI STA:7+96.93 PVI ELEV:735.27 AD:1.20% K:41.67 50.00' VC BV C S : 7 + 7 1 . 9 3 BV C E : 7 3 5 . 4 2 EV C S : 8 + 2 1 . 9 3 EV C E : 7 3 5 . 4 2 LOW POINT ELEV: 735.35 LOW POINT STA: 7+96.93 PVI STA:6+13.57 PVI ELEV:734.03 AD:2.50% K:30.00 75.00' VC BV C S : 5 + 7 6 . 0 7 BV C E : 7 3 4 . 4 1 EV C S : 6 + 5 1 . 0 7 EV C E : 7 3 4 . 6 0 LOW POINT ELEV: 734.26 LOW POINT STA: 6+06.07 PVI STA:1+00.00 PVI ELEV:739.17 AD:2.00% K:50.00 100.00' VC BV C S : 0 + 5 0 . 0 0 BV C E : 7 3 8 . 6 7 EV C S : 1 + 5 0 . 0 0 EV C E : 7 3 8 . 6 7 HIGH POINT ELEV: 738.92 HIGH POINT STA: 1+00.00 PVI STA:7+25.00 PVI ELEV:735.71 AD:2.10% K:28.57 60.00' VC BV C S : 6 + 9 5 . 0 0 BV C E : 7 3 5 . 2 6 EV C S : 7 + 5 5 . 0 0 EV C E : 7 3 5 . 5 3 HIGH POINT ELEV: 735.58 HIGH POINT STA: 7+37.86 PC S T A : 6 + 7 3 . 0 5 73 4 . 9 3 PT S T A : 7 + 9 6 . 2 5 73 5 . 3 5 73 8 . 9 2 73 8 . 1 7 73 7 . 1 7 73 6 . 1 7 73 5 . 1 7 73 4 . 2 7 73 5 . 3 3 73 5 . 3 5 73 5 . 8 9 73 6 . 4 9 +1.00% -1.00% +1.50% -0.60% +0.60% 73 8 . 6 7 73 8 . 6 7 73 7 . 6 7 73 6 . 6 7 73 5 . 6 7 73 4 . 6 7 73 4 . 5 8 73 5 . 5 5 73 5 . 5 9 73 6 . 1 9 +1.19% LT +2.44% RT PC C R S T A : 0 + 4 1 . 2 9 73 8 . 5 8 R T PI C R S T A : 0 + 0 9 . 0 9 73 8 . 2 0 L T PC C R S T A : 0 + 4 0 . 7 0 73 8 . 5 7 L T PI C R S T A : 0 + 0 9 . 0 0 73 7 . 8 0 R T PROPOSED TOP OF CURB EXISTING GRADE @ CENTERLINE EXISTING GRADE @ LEFT ROW EXISTING GRADE @ RIGHT ROW PROPOSED LT & RT DITCH FLOWLINE 2. 0 ' 24" STORM CROSSING STA: 6+13.53 FL: 730.84 2 - 24" STORM CROSSING STA: 7+95.52 FL: 732.30 OH P OH P OH P OH P OH P OH P OH P W W W W W W W W W W W W W W W W W W W UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT& E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E OH P OH P OH P OH P OH P OH P OH P W W W W W W W W W W W W W W W W W W W UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT& E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E OH P OH P OH P OH P OH P OH P OH P W W W W W W W W LONESOME DOVE TRAIL <<<<<<<<<<<<<<<<<<<<< < < < < < < < << < < < < < < < <<<<<<<<<<<<<<<<<<<<<< < < C U L V E R T D CU L V E R T E 736.38 FG 736.38 FG 730.53 FG 731.77 FG731.90 FG 731.77 FG 730.83 FG 731.91 FG 732.86 FG 732.29 FG 732.84 FG 732.00 FG 732.92 FG 732.84 FG 733.45 FG 733.45 FG 734.22 FG 734.22 FG FH 60 ' R . O . W . 28 . 0 0 ' 12 ' 12 ' 4' 4' 0+001+002+003+004+005+006+007+00 8+00 9+00 10+00 PC STA: 6+73.05 PT STA: 7+96.25 733.04 FG 733.04 FG 30' BUILDING SETBACK 30' BUILDING SETBACK LOT 1 LOT 2 LOT 3 BLOCK ALOT 4 LOT 5 LOT 6 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 BLOCK A LOT 29 LOT 30 15 ' D . U . E . 5' U . E . 5' U . E . STA: 9+80.33 LONESOME DOVE TRAIL RADIUS POINT STORM HEADWALL @ STA: 6+13.57 LONESOME DOVE TRAIL (30.00' R) STORM HEADWALL @ STA: 6+13.57 LONESOME DOVE TRAIL (30.00' L) STORM HEADWALL @ STA: 7+95.51 LONESOME DOVE TRAIL (30.00' L) STORM HEADWALL @ STA: 7+95.51 LONESOME DOVE TRAIL (30.00' R) STA: 0+09.00 LONESOME DOVE TRAIL = CONNECT TO EX, ASPHALT PVMT. MATCH EX. PVMT. ELEV. STA: 0+00.00 LONESOME DOVE TRAIL = APPROX. CL METZ ROAD M E T Z R O A D 2.00' H O E H N , P J A 0 8 0 1 A W M M A S O N , T R 6 V . 4 6 9 , P . 2 0 8 D . R . D . C . T H O E H N , B R I A N L E E A 0 8 0 1 A W M M A S O N , T R 7 I N S T . # 2 0 1 8 - 4 0 7 1 7 D . R . D . C . T 50 . 0 0 ' 66 . 0 0 ' 736.63 TP 736.79 TP 736.37 TP 736.12 TP 736.12 TP 736.37 TP 736.63 TP 736.76 TP 736.76 TP 735.99 TP 735.99 TP ∠A ∠A ∠A ∠A C1 10 ' B O L I V E R W A T E R SU P P L Y E A S E M E N T 5' D . U . E . 6.83' 4. 0 0 ' 2 - CLUSTER MAILBOX CURVE C1 RADIUS 500.00' LENGTH 123.20' CHORD BEARING S82°50'31"W CHORD 122.89' DELTA 14°07'04" TANGENT 61.91' 736.63 TP 736.79 TP 736.37 TP 736.12 TP 736.12 TP 736.37 TP 736.63 TP 736.76 TP 736.76 TP 735.99 TP 735.99 TP ∠A ∠A ∠A ∠A SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX PA V I N G P L A N A N D P R O F I L E BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C3.00 Know what's below. before you dig.Call R MA T C H L I N E S T A 10 + 5 0 M A T C H L I N E S T A 1 0 + 5 0 1.ALL SPECIFICATIONS REGARDING PAVEMENT SECTION AND SUBGRADE PREPARATION ARE BASED ON CITY OF SANGER MINIMUM REQUIREMENTS. 2.CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS EXCEPT THAT IN AREAS HAND FINISHED IS REQUIRED TO BE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. PAVING NOTES N.T.S. CONCRETE TO ASPHALT CONNECTION DETAIL EXISTING ASPHALT PAVEMENT 12"6" 6" 6" REFER TO PAVING SECTION THIS SHEET. EXISTING BASE SAWCUT AT EDGE OF EXISTING PAVEMENT SURFACE FOR SMOOTH EDGE 60' ROW LC 30.0' 14.0'2.0' 6" LIME STABILIZED SUBGRADE SHALL CONFORM TO TXDOT ITEM NO 260 WITH HYDRATEDLIME BY DRY WT. @ 24 LBS/SY. LIME SHALL BE MIXED WITH THE EXISTING SOIL AFTER SCARIFYING TO A DEPTH OF AT LEAST 6". SUBGRADE SHALL BE COMPACTED TO BETWEEN 95 AND 100% STANDARD PROCTOR AT A MOISTURE CONTENT OF -2% TO +4% OPTIMUM. SUBGRADE TO EXTEND A MINIMUM OF 1' BEYOND EDGE OF PAVEMENT. 6" - 4000 PSI CONCRETE WITH #3 BARS @ 18" O.C.E.W. OR #4 BARS @ 24" O.C.E.W. PROFILE GRADE 2.0% 30.0' 14.0' 2.0' SHOULDER 2.0%1' 14.0' BAR DITCH14.0' 4:1 M A X 4:1 MAX TYPICAL PAVING SECTION FOR 60' R.O.W. 28' EDGE TO EDGE OF PAVEMENT N.T.S. PAVING LEGEND CONCRETE PAVEMENT = REFER TO PAVING SECTION THIS SHEET FIRE HYDRANT FINISHED GRADE DRAINAGE AND UTILITY EASEMENT UTILITY EASEMENT FH FG D.U.E. U.E. N WE s 0'0'20'40'80' GRAPHIC SCALE 1" = 40' VERTICAL 1" = 4' CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. CUL-DE-SAC DETAIL NTS ∠A = 58°40'4" Provide radius Increase K value to meet 30 mph design speed. HGL at culvert is above ditch high point. This will cause carry over which is not accounted for in your calculations Verify. Center of pipe is higher than upstream invert Verify. Center of pipe is higher than upstream invert Provide radius City requires an 8- inch minimum of lime stabilized 26 Item 3. LONESOME DOVE TRAIL 720 725 730 735 740 745 750 755 760 720 725 730 735 740 745 750 755 760 10+5011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+50 -0.70% +0.60% -0.50% +1.85% +0.70% +2.52 % PV I S T A : 2 1 + 0 0 . 4 8 74 5 . 4 0 PVI STA:14+48.52 PVI ELEV:740.40 AD:1.40% K:35.71 50.00' VC BV C S : 1 4 + 2 3 . 5 2 BV C E : 7 4 0 . 5 8 EV C S : 1 4 + 7 3 . 5 2 EV C E : 7 4 0 . 5 8 LOW POINT ELEV: 740.49 LOW POINT STA: 14+48.52 PVI STA:17+00.00 PVI ELEV:742.16 AD:1.82% K:27.52 50.00' VC BV C S : 1 6 + 7 5 . 0 0 BV C E : 7 4 1 . 9 9 EV C S : 1 7 + 2 5 . 0 0 EV C E : 7 4 2 . 7 9 PVI STA:18+98.52 PVI ELEV:744.18 AD:1.10% K:45.45 50.00' VC BV C S : 1 8 + 7 3 . 5 2 BV C E : 7 4 4 . 3 1 EV C S : 1 9 + 2 3 . 5 2 EV C E : 7 4 4 . 3 3 LOW POINT STA: 18+96.25 PVI STA:11+50.00 PVI ELEV:737.39 AD:1.25% K:40.05 50.00' VC BV C S : 1 1 + 2 5 . 0 0 BV C E : 7 3 7 . 2 4 EV C S : 1 1 + 7 5 . 0 0 EV C E : 7 3 7 . 8 5 PVI STA:13+50.00 PVI ELEV:741.09 AD:2.55% K:27.47 70.00' VC BV C S : 1 3 + 1 5 . 0 0 BV C E : 7 4 0 . 4 4 EV C S : 1 3 + 8 5 . 0 0 EV C E : 7 4 0 . 8 4 HIGH POINT ELEV: 740.91 HIGH POINT STA: 13+65.77 PVI STA:18+00.00 PVI ELEV:744.68 AD:3.02% K:26.52 80.00' VC BV C S : 1 7 + 6 0 . 0 0 BV C E : 7 4 3 . 6 7 EV C S : 1 8 + 4 0 . 0 0 EV C E : 7 4 4 . 4 8 HIGH POINT ELEV: 744.51 HIGH POINT STA: 18+26.74 PC S T A : 1 1 + 6 4 . 4 0 73 7 . 6 7 PT S T A : 1 2 + 8 7 . 6 0 73 9 . 9 4 73 7 . 0 9 73 8 . 3 2 74 0 . 1 7 74 0 . 7 4 74 0 . 7 6 74 1 . 4 6 74 2 . 2 7 74 4 . 3 8 74 4 . 2 5 74 4 . 7 9 74 5 . 3 9 74 5 . 4 0 -0.70% +0.60% -0.50% +1.85% +0.70% +2.52 % 73 6 . 7 9 73 7 . 4 7 73 9 . 2 4 74 0 . 8 7 74 0 . 4 9 74 1 . 1 1 74 1 . 8 1 74 3 . 4 2 74 4 . 4 3 74 4 . 4 9 74 5 . 0 9 PROPOSED TOP OF CURB EXISTING GRADE @ CENTERLINE EXISTING GRADE @ LEFT ROW EXISTING GRADE @ RIGHT ROW PROPOSED LT & RT DITCH FLOWLINE 2. 0 ' 2 - 24" STORM CROSSING STA: 14+48.51 FL: 737.61 4 - 24" STORM CROSSING STA: 18+98.48 FL: 741.05 W W W W W W W W W W W W W UG T & E UGT & E UGT&E UGT & E U G T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E U G T & E U G T & E UGT& E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E W W W W W W W W W W W W W UG T & E UGT & E UGT&E UGT & E U G T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E U G T & E U G T & E UGT& E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E LONESOME DOVE TRAIL < < < < < < < < <<< < <<<<<<<<<<<<<<<<<<<<< < << < < < < < < < <<< < <<<<<<<<<<<<<<<<<<<<<< < << < CU L V E R T B CU L V E R T C 734.22 FG 734.22 FG 738.37 FG 738.37 FG738.04 FG 736.68 FG 738.05 FG 738.05 FG 738.04 FG 737.00 FG 741.74 FG741.30 FG 741.75 FG 741.75 FG 741.00 FG 741.97 FG 741.74 FG 741.97 FG FH FH 60 ' R . O . W . 28 . 0 0 ' 12 ' 12 ' 4' 4' 10+00 11+00 12+00 13+0014+0015+0016+0017+0018+0019+0020+0021+00 PC STA: 11+64.40 PT STA: 12+87.60 742.97 FG 30' BUILDING SETBACK 30' BUILDING SETBACK LOT 6 LOT 7 LOT 8LOT 9LOT 10 BLOCK ALOT 11LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 BLOCK A LOT 21 LOT 22 LOT 23 LOT 2415 ' D . U . E . 5' U . E . 5' U . E . STA: 21+00.48 LONESOME DOVE TRAIL RADIUS POINT STORM HEADWALL @ STA: 14+48.52 LONESOME DOVE TRAIL (30.00' R) STORM HEADWALL @ STA: 14+48.52 LONESOME DOVE TRAIL (30.00' L) STORM HEADWALL @ STA: 18+98.52 LONESOME DOVE TRAIL (30.00' R) STORM HEADWALL @ STA: 18+98.52 LONESOME DOVE TRAIL (30.00' L) 50. 0 0 ' 65.55' 736.63 TP 736.37 TP 736.63 TP 745.80 TP 745.09 TP 745.23 TP 745.37 TP 745.51 TP 745.37 TP 745.23 TP 745.09 TP 745.01 TP 745.01 TP 736.76 TP 736.76 TP ∠ A ∠A ∠A ∠ A ∠A ∠A C2 10 ' B O L I V E R W A T E R SU P P L Y E A S E M E N T 5' D . U . E . 2 - CLUSTER MAILBOX CURVE C2 RADIUS 500.00' LENGTH 123.20' CHORD BEARING S82°50'31"W CHORD 122.89' DELTA 14°07'04" TANGENT 61.91'742.97 FG 745.80 TP 745.09 TP 745.23 TP 745.37 TP 745.51 TP 745.37 TP 745.23 TP 745.09 TP 745.01 TP 745.01 TP ∠ A ∠A ∠A ∠ A ∠A ∠A SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX PA V I N G P L A N A N D P R O F I L E BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C3.01 Know what's below. before you dig.Call R 1.ALL SPECIFICATIONS REGARDING PAVEMENT SECTION AND SUBGRADE PREPARATION ARE BASED ON CITY OF SANGER MINIMUM REQUIREMENTS. 2.CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS EXCEPT THAT IN AREAS HAND FINISHED IS REQUIRED TO BE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. PAVING NOTES PAVING LEGEND CONCRETE PAVEMENT = REFER TO PAVING SECTION THIS SHEET FIRE HYDRANT FINISHED GRADE DRAINAGE AND UTILITY EASEMENT UTILITY EASEMENT FH FG D.U.E. U.E. N WE s 0'0'20'40'80' GRAPHIC SCALE 1" = 40' VERTICAL 1" = 4' M A T C H L I N E S T A 1 0 + 5 0 MA T C H L I N E S T A 10 + 5 0 CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. CUL-DE-SAC DETAIL NTS ∠A = 49°39'5" HGL at culvert is above ditch high point. This will cause carry over which is not accounted for in your calculations HGL at culvert is above ditch high point. This will cause carry over which is not accounted for in your calculations Increase K value to meet 30 mph design speed. Provide radius Define angle 27 Item 3. 32.7 cfs A-03 9.20 ac 18.3 cfs A-02 5.27 ac 13.0 cfs A-01 3.67 ac OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P EXIST 3-24" CMP CULVERTS W W W W W W W W W W W W W FL (3) 24" ≈ 728.6 OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P EXIST 3-24" CMP CULVERTS W W W W W W W W W W W W W FL (3) 24" ≈ 728.6 M E T Z R O A D HOEHN ROAD 740 745 738 739 741 742 743 744 746 747 748 749 74 0 74 5 737 738 739 741 742 74 3 74 4 746 747 7 3 8 7 3 9 735 732 733 734 736 737 738 739 735 733 734 736 737 738 735 732 732 733 734 735 733734 736737 7 3 8 7 3 5 7 3 3 7 3 4 7 3 6 7 3 7 < < < < < < < < < <<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<< < < < < < < <<<<< < < < <<<< < < < < < <<<< < < < <<<< < < < <<<< < < < <<<< < < < <<< 738 735 734 736 735 734 736 737 73 7 735 736 737 738 736 737 738 739 735 734 736736 736 737 73 5736 737 738 735 736 737 737 738 740 739 741 740 736 73 7 738 737 738 736 737 735 734 736 737 738 739 <<<<<<<<<<<<<<< < < << < < < < <<< < < << << < < <<< <<<<<<<<<<<<<<< < < LONESOME DOVE TRAILFP 741.3 FP 738.4 FP 737.6 FP 736.7 FP 737.5 FP 739.4 FP 739.5 FP 739.9FP 740.0FP 738.4FP 737.5 FP 737.9 FP 738.8 FP 739.4 FP 742.1 741.00 741.00 738.10 738.10 737.30 737.30 736.40 736.40 737.20 737.20 739.10 739.10 735.29 738.32 739.20 739.20 737.10 735.45 733.39 736.42 734.92 734.39 729.53730.48732.27733.29 737.99 741.80 739.10738.68 737.75 737.68 738.50 737.60 736.57 736.35 737.20 736.02 738.10 739.70 739.22 739.60 738.80 736.49733.87 737.60 732.29 731.99 737.42 736.75 738.92741.33 734.97 734.37 735.45 733.63 733.63 735.26 734.37 736.73 735.41 732.29 730.53 730.83 LOT 23 LOT 24 LOT 26 LOT 27 LOT 28 LOT 29 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 1LOT 2 LOT 25 LOT 30 30' BUILDING SETBACK 30' BUILDING SETBACK 15 ' D . U . E . 5' U . E . 15 ' D . U . E . 5' U . E . 726.34 727.22 729.00 725.81 730 728729 73 0 73 5 72 9 73 1 73 2 73 3 73 4 731730731732733734 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T A A B B D D E E 737.82 F F G G H H I I J J <<<<<<<<<<<<< < < < < < < < < < < < < < C C 729.11 730.67 734.29 741 742 743 7 3 8 739 < < < < < < < < < < < < < < < < < < 741 << << 741.00 734.36 741.79 735 Q100 HGL28.00' 60.00' R.O.W. Q100 HGL Q100 =30.0 cfs V100 = 3.52 ft/s Dc = 1.46' n = 0.03 Q100 = 3.38 cfs V100 = 2.00 ft/s Dc = 0.65' n = 0.03 Q100 HGL Q100 = 3.43 cfs V100 = 2.03 ft/s Dc = 0.65' n = 0.03 28.00' 60.00' R.O.W. Q100 HGL Q100 = 11.06 cfs V100 = 2.71 ft/s Dc = 1.01' n = 0.03 Q100 HGL Q100 = 39.83 cfs V100 = 3.75 ft/s Dc = 1.63' n = 0.03 Q100 HGL Q100 = 2.00 cfs V100 = 1.78 ft/s Dc = 0.53' n = 0.03 Q100 HGL Q100 = 243.15 cfs V100 = 5.94 ft/s Dc = 3.20' n = 0.03 Q100 HGL Q100 = 24.55 cfs V100 = 3.32 ft/s Dc = 1.36' n = 0.03 Q100 HGL Q100 = 328.38 cfs V100 = 6.37 ft/s Dc = 3.59' n = 0.03 Q100 HGL Q100 = 320.38 cfs V100 = 6.03 ft/s Dc = 3.26' n = 0.03 Q100 HGL Q100 = 5 cfs V100 = 2.22 ft/s Dc = 0.75' n = 0.03 Q100 HGL Q100 = 1.75 cfs V100 = 1.68 ft/s Dc = 0.51' n = 0.03 725.81 72 6 72 7 72 8 K K Q100 HGL Q100 = 327.0 cfs V100 = 6.38 ft/s Dc = 3.58' n = 0.03 475 X 500.00 475 FG EX << ME LEGEND PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR PROPOSED VALLEY PROPOSED RIDGE PROPOSED SPOT ELEVATION PROPOSED FINISHED GRADE ELEVATION EXISTING ELEVATION MATCH EXISTING PROPOSED STORM DRAINAGE LINE 1.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT) 2.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT (CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITIES. GRADING NOTES SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX GR A D I N G P L A N BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C4.00 N WE s 0'0'25'50'100' GRAPHIC SCALE 1" = 50' MA T C H L I N E S E E S H E E T C4 . 0 1 SIDE SL O P E SIDE S W A L E PR O T E C T I V E F R O N T S L O P E PA R K W A Y S L O P E ST R E E T RE A R S L O P E LOT GRADING TYPE A ALL DRAINAGE TO STREET PR O T E C T I V E R E A R S L O P E SIDE SL O P E SIDE S W A L E PR O T E C T I V E F R O N T S L O P E PA R K W A Y S L O P E ST R E E T SIDE S W A L E LOT GRADING TYPE B DRAINAGE BOTH TO STREET & REAR LOT LINE CROSS SECTION A-A CROSS SECTION B-B CROSS SECTION D-D CROSS SECTION C-C CROSS SECTION E-E CROSS SECTION F-F CROSS SECTION G-G CROSS SECTION H-H CROSS SECTION J-J CROSS SECTION I-I MA T C H L I N E S E E TH I S S H E E T MATCH LINE SEE THIS SHEET CROSS SECTION K-K drainage crossing lots is not permitted. Ditch does not have capacity. All ditches must meet minimum of 0.5% longitudinal slope. All ditches must meet minimum of 0.5% longitudinal slope. All ditches must meet minimum of 0.5% longitudinal slope. Verify direction of Section. Downstream HGL should not be higher than upstream This section does not take into account HGL at structure. All Sections. Provide edge of pavement call out with elevation, property line with elevation, prove ditch section has 1' of freeboard. Per city ordinance all channels shall be trapezoidal with a max velocity of 6 ft/s and allows 1' of freeboard. Provide section downstream. Do not want ROW/ Property line within the flooded area. Pull ROW back beyond HGL elevation and beyond rock rubble. Provide 1' of freeboard along all ditches. 28 Item 3. < < < < < < < < < < < < < < < < < < 740 < < 741.00 737.99 741.80741.33 Q100 HGL Q100 = 34.43 cfs V100 = 3.63 ft/s Dc = 1.54' n = 0.03 Q100 HGL Q100 = 17.65 cfs V100 = 3.06 ft/s Dc = 1.20' n = 0.03 Q100 HGL Q100 = 16.15 cfs V100 = 3.00 ft/s Dc = 1.16' n = 0.03 28.00' 60.00' R.O.W. Q100 HGL Q100 = 39.87 cfs V100 = 3.75 ft/s Dc = 1.63' n = 0.03 Q100 HGL Q100 = 2.28 cfs V100 = 1.82 ft/s Dc = 0.56' n = 0.03 28.00' 60.00' R.O.W. Q100 HGL Q100 = 9.36 cfs V100 = 2.59 ft/s Dc = 0.95' n = 0.03 Q100 HGL Q100 = 114.27 cfs V100 = 4.88 ft/s Dc = 2.42' n = 0.03 Q100 HGL Q100 = 41.72 cfs V100 = 3.79 ft/s Dc = 1.66' n = 0.03 Q100 HGL Q100 = 41.72 cfs V100 = 3.79 ft/s Dc = 1.66' n = 0.03 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P HOEHN ROAD 740 7 4 5 741 742 7 4 4 746747748749 74 5 743 74 4 7 4 6 74 7 74 8 7 4 9 7 4 5 75 0 7 4 6 7 4 7 7 4 8 74 9 75 1 75 2 75 3 745 741 742 743 744 746 747 748 7 4 0 7 3 8 739 7 4 1 <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < << < < < < < < < < < < < < < < < < < < < < < < << < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<< < < < < < < < < < < < < < < < < < < << <<<<<<<<<<<<<<<<<<<< < < < 744 740 741 741 745 744 740 741 742 743 740 741 742745 743744 745 744 745 746 745 74 4 746 74 7 7 4 5 7 4 6 745 7 4 4 746 742 <<<<<<<<<<<<<<<<< < < < < <<<<<<<<<<<<<<<<< < < < < LONESOME DOVE TRAIL FP 745.3 FP 745.8 FP 743.8 FP 742.5 FP 741.3 FP 742.5FP 743.4FP 745.3FP 745.3FP 746.5 FP 746.0 FP 746.3 FP 746.4 FP 747.4 FP 746.8 743.50 743.50 742.20 742.20 741.00 741.00 734.36735.41736.46737.51 738.56740.36745.55 740.44 738.88 742.37 743.87 741.94 741.00 745.11 743.61 746.00 745.26 742.70 742.54 742.52 742.70 742.88 745.70 746.30 745.43 745.54 746.10 747.10 746.50 745.00 743.76 741.91 741.30 745.00 744.70 745.00 742.64 743.10 744.58 736.98 741.79746.20 739.89 736.68 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 19 LOT 21LOT 20LOT 18 LOT 22 LOT 10 LOT 9 LOT 8LOT 11LOT 12 BLOCK A < < < < < < < < < < < < << 745.70 744.94 < < < < 745.10 < 30' BUILDING SETBACK 30' BUILDING SETBACK 15 ' D . U . E . 5' U . E . 15 ' D . U . E . 5' U . E . 735740745736737738739741742743744746 745 745745746 745 744 746 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T 742.88 746.90 745.90 A A C C D D BB E E F F G G 742.20 745.00745.00 745.50 745.50 SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX GR A D I N G P L A N BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C4.01 N WE s 0'0'25'50'100' GRAPHIC SCALE 1" = 50' 475 X 500.00 475 FG EX << ME LEGEND PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR PROPOSED VALLEY PROPOSED RIDGE PROPOSED SPOT ELEVATION PROPOSED FINISHED GRADE ELEVATION EXISTING ELEVATION MATCH EXISTING PROPOSED STORM DRAINAGE LINE 1.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT) 2.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT (CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITIES. GRADING NOTES MA T C H L I N E S E E S H E E T C4 . 0 0 CROSS SECTION A-A CROSS SECTION B-B CROSS SECTION C-C CROSS SECTION D-D CROSS SECTION E-E CROSS SECTION F-F CROSS SECTION G-G Contours show low point here. Contours show low point here. Provide minimum 0.5 % longitudinal ditch slope on all ditches. Provide ditch capacity. 29 Item 3. 7 6 0 75 7 7 5 8 7 5 9 7 6 1 7 6 2 7 6 3 7 6 4 755 754 75 6 75 67567 5 6 755 75 4 756 76 0 76 0 75 8 7 5 9 75 9 76 1 76 1 76 1 762 763 764 75 7 7 5 8 765 762 7 6 3 76 4 7 6 5 75 5 760 75 6 7 5 7 75 8 7 5 9 7 6 1 7 6 2 7 6 3 7 6 0 7 5 7 75 8 759 7 6 1 7 6 2 76 3 7 6 4 76 5 763 764 766 767 768 769 769 765 765 762 763 764 766 766 760 76 5 770 76 1 76 2 76 3 7 6 4 766 76 7 768 76 9 76 5 77 0 76 6 76 7 76 8 7 6 9 750 75 5 75 1 75 2 75 3 754 756 757 75 8 759 745 74 3 7 4 4 746 7 4 7 74 8 7 4 9 7 4 0 7 3 7 7 3 8 7 3 9 7 4 1 7 4 2 73 5 73 3 7 3 4 7 3 6 730 7 2 7 7 2 8 729 73 1 7 3 2 73 3 7 3 4 73 5 74 0 7 4 5 73 6 73773873 9 74 1 7 4 2 74 3 744 74 6 75 0 75 5 7 4 9 751 752 75 3 75 4 756 74 0 7 4 5 7 3 7 7 3 8 7 3 974 1742 7 4 3 7 4 4 74 6 7 4 7 74 8 75 5 76 0 75 3 754 75 6 7 5 7 758 759 761 7 6 2 763764 IRS IRS 1/2" IRS IRS W W W 1/2 IN IRF 1/2 IN IRF S89°54'16"E 1,950.64' 67 66 74 17 67 75 68 A-03 A-01 A-02 A-04 B-01 1667 75 16 16 67 68 67 <<<<<<<<<<< < < < < < < < < DESIGN POINT 4 EXISTING (2) 24" CMP QCAP = 43.53 CFS DESIGN POINT 2 EXISTING (1) 15" CMP(BURIED) QCAP = 0 CFS DESIGN POINT 3 EXISTING (4) CMP BEGIN SHEET FLOW SHALLOW CONCENTRATED FLOW CHANGE SLOPE BEGIN CHANNELIZED FLOW BEGIN TC PATH - SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW CHANNELIZED FLOW CHANGE IN CROSS SECTION AND SLOPE < <<<<<< < < < < < < < END TOC CALCULATION AT EXISTING POND ATTENUATION EFFECT OF EXISTING POND ASSUMED NEGLIGIBLE FOR THIS STUDY END TOC CALCULATION AT EXISTING POND ATTENUATION EFFECT OF EXISTING POND ASSUMED NEGLIGIBLE FOR THIS STUDY BEGIN CHANNELIZED FLOW DESIGN POINT 1 EXISTING (3) 24" CMP QCAP = 36.63 CFS 74 < < < < < << < < < < < < < < < < < < < < < < < < << < < < < BEGIN SHALLOW CONCENTRATED FLOW BEGIN TC PATH - SHEET FLOW HALLOW CONCENTRATED FLOW CHANGE IN LAND COVER BEGIN CHANNELIZED FLOW A-06 A-05 BEGIN SHALLOW CONCENTRATED FLOW BEGIN SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN TC PATH - SHEET FLOW < < < < < <<< < < < < BEGIN CHANNELIZED FLOW BEGIN SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW < EXISTING PRIVATE CULVERT WITH LIMITED CAPACITY SEE NOTE 8. < < PR E - P R O J E C T D O W N S T R E A M AS S E S S M E N T C5.00 N WE s 0'0'100'200'400' GRAPHIC SCALE 1" = 200' 1.TOPOGRAPHY BASED ON SURVEY AND LIDAR. 2.SOIL TYPES BASED ON DELINEATION AND CHARACTERISTICS FROM THE NRCS 3.SCS TYPE II STORM USED IN DRAINAGE CALCULATIONS. 4.PRECIPITATION VALUES SHOWN BELOW ARE BASED ON ATLAS 14 5.TIME OF CONCENTRATION BASED ON TR 55 AND NATIONAL ENGINEERING HANDBOOK CRITERIA. 6.ATTENUATION EFFECTS DUE TO EXISTING PONDS HAVE BEEN ASSUMED TO HAVE NO IMPACT ON BASIN HYDROLOGY. 7.MAXIMUM SHEET FLOW LENGTH ASSUMED TO BE 100 FT OR 100X SQRT(S)/n PER KIBLER AND ARON (1082) AS OUTLINED IN THE NATIONAL ENGINEERING HANDBOOK CHAPTER 630. 8.TOPOGRAPHIC SURVEY FOR DRAINAGE IMPROVEMENTS ON PRIVATE PROPERTY WAS NOT PERFORMED. PRIVATE DRAINAGE IMPROVEMENTS APPEAR TO HAVE LIMITED CAPACITY AND WOULD LIKELY DIVERT RUNOFF FROM LARGE STORM EVENTS DON THE HOEHN RIGHT-OF WAY. THE HYDROLOGIC MODEL AND RESULTS BELOW ASSUME THAT THE DRAINAGE STRUCTURE PASSES THE DESIGN FLOWS WITHOUT BEING DIVERTED. DRAINAGE AREA MAP NOTES: BASIN NAME 425 DRAINAGE AREA FLOW ARROW EXISTING CONTOUR PROPERTY LINE EXISTING STORM LINE SOIL TYPE BOUNDARY AREA LEGEND 17 A-01 67 74 66 16 75 SOIL MAP UNIT SYMBOL BOLAR CLAY LOAM, 1 TO 3 PERCENT SLOPES (HSG C) BOLAR CLAY LOAM, 3 TO 5 PERCENT SLOPES (HSG C) PONDER LOAM, 1 TO 3 PERCENT SLOPES (HSG C) SLIDELL CLAY, 1 TO 3 PERCENT SLOPES (HSG D) SANGER CLAY, 3 TO 5 PERCENT SLOPES (HSG D) SANGER CLAY, 1 TO 3 PERCENT SLOPES (HSG D) SOMERVELL GRAVELLY LOAM, 1 TO 5 PERCENT SLOPE (HSG C) 68 SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX Detailed H&H comments are forthcoming. 30 Item 3. 7 6 0 75 7 7 5 8 7 5 9 7 6 1 7 6 2 7 6 3 7 6 4 755 754 75 6 75 67567 5 6 755 75 4 756 76 0 76 0 75 8 7 5 9 75 9 76 1 76 1 76 1 762 763 764 75 7 7 5 8 765 762 7 6 3 76 4 7 6 5 75 5 760 75 6 7 5 7 75 8 7 5 9 7 6 1 7 6 2 7 6 3 7 6 0 7 5 7 75 8 759 7 6 1 7 6 2 76 3 7 6 4 76 5 763 764 766 767 768 769 769 765 765 762 763 764 766 766 760 76 5 770 76 1 76 2 76 3 7 6 4 766 76 7 768 76 9 76 5 77 0 76 6 76 7 76 8 7 6 9 750 75 5 75 1 75 2 75 3 754 756 757 75 8 759 745 74 3 7 4 4 746 7 4 7 74 8 7 4 9 7 4 0 7 3 7 7 3 8 7 3 9 7 4 1 7 4 2 73 5 73 3 7 3 4 7 3 6 730 7 2 7 7 2 8 729 73 1 7 3 2 73 3 7 3 4 73 5 74 0 7 4 5 73 6 73773873 9 74 1 7 4 2 74 3 744 74 6 75 0 75 5 7 4 9 751 752 75 3 75 4 756 74 0 7 4 5 7 3 7 7 3 8 7 3 974 1742 7 4 3 7 4 4 74 6 7 4 7 74 8 75 5 76 0 75 3 754 75 6 7 5 7 758 759 761 7 6 2 763764 IRS IRS 1/2" IRS IRS W W W 1/2 IN IRF 1/2 IN IRF S89°54'16"E 1,950.64' DESIGN POINT 2 PROPOSED (2) 7X3 RCP DESIGN POINT 3 EXISTING (4) CMP <<<<<<<<<<< < < < < < < < < BEGIN SHEET FLOW SHALLOW CONCENTRATED FLOW CHANGE SLOPE BEGIN CHANNELIZED FLOW BEGIN TC PATH - SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW CHANNELIZED FLOW CHANGE IN CROSS SECTION AND SLOPE < <<<<<< < < < < < < < END TOC CALCULATION AT EXISTING POND ATTENUATION EFFECT OF EXISTING POND ASSUMED NEGLIGIBLE FOR THIS STUDY END TOC CALCULATION AT EXISTING POND ATTENUATION EFFECT OF EXISTING POND ASSUMED NEGLIGIBLE FOR THIS STUDY BEGIN CHANNELIZED FLOW < < < < < << < < < < < < < < < < < < < < <<< < < < << < < < < BEGIN SHALLOW CONCENTRATED FLOW BEGIN TC PATH - SHEET FLOW HALLOW CONCENTRATED FLOW CHANGE IN LAND COVER BEGIN CHANNELIZED FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN TC PATH - SHEET FLOW < < < <<< < < < BEGIN CHANNELIZED FLOW BEGIN SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW BEGIN SHEET FLOW BEGIN SHALLOW CONCENTRATED FLOW A-03 A-01 A-02 A-04 B-01 A-06 A-05 <<<<<< 67 66 74 17 67 75 68 1667 75 67 16 16 67 68 67 67 CHANNELIZED FLOW CHANGE IN CROSS SECTION AND SLOPE BEGIN CHANNELIZED FLOW EXISTING PRIVATE CULVERT WITH LIMITED CAPACITY SEE NOTE 8. DESIGN POINT 4 EXISTING (2) 24" CMP QCAP = 43.53 CFS DESIGN POINT 1 EXISTING (3) 24" CMP QCAP = 36.63 CFS PO S T - P R O J E C T DO W N S T R E A M A S S E S S M E N T C5.01 N WE s 0'0'100'200'400' GRAPHIC SCALE 1" = 200' BASIN NAME 425 DRAINAGE AREA FLOW ARROW EXISTING CONTOUR PROPERTY LINE EXISTING STORM LINE SOIL TYPE BOUNDARY AREA LEGEND 17 A-01 67 74 66 16 75 SOIL MAP UNIT SYMBOL BOLAR CLAY LOAM, 1 TO 3 PERCENT SLOPES (HSG C) BOLAR CLAY LOAM, 3 TO 5 PERCENT SLOPES (HSG C) PONDER LOAM, 1 TO 3 PERCENT SLOPES (HSG C) SLIDELL CLAY, 1 TO 3 PERCENT SLOPES (HSG D) SANGER CLAY, 3 TO 5 PERCENT SLOPES (HSG D) SANGER CLAY, 1 TO 3 PERCENT SLOPES (HSG D) SOMERVELL GRAVELLY LOAM, 1 TO 5 PERCENT SLOPE (HSG C) 68 SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX 1.TOPOGRAPHY BASED ON SURVEY AND LIDAR. 2.SOIL TYPES BASED ON DELINEATION AND CHARACTERISTICS FROM THE NRCS 3.SCS TYPE II STORM USED IN DRAINAGE CALCULATIONS. 4.PRECIPITATION VALUES SHOWN BELOW ARE BASED ON ATLAS 14 5.TIME OF CONCENTRATION BASED ON TR 55 AND NATIONAL ENGINEERING HANDBOOK CRITERIA. 6.ATTENUATION EFFECTS DUE TO EXISTING PONDS HAVE BEEN ASSUMED TO HAVE NO IMPACT ON BASIN HYDROLOGY. 7.MAXIMUM SHEET FLOW LENGTH ASSUMED TO BE 100 FT OR 100X SQRT(S)/n PER KIBLER AND ARON (1082) AS OUTLINED IN THE NATIONAL ENGINEERING HANDBOOK CHAPTER 630. 8.THE DESIGN POINT SUMMARY BELOW DEPICTS THE POST PROJECT FLOW RATES AS WELL AS A DELTA COLUMN WHICH SHOWS THE DIFFERENCE IN FLOWS BETWEEN PRE AND POST PROJECT RESULTS. DESIGN POINT 2 SHOWS TO HAVE AN INCREASE IN FLOWS, HOWEVER DUE TO THE LIMITED CAPACITY OF THE EXISTING PRIVATE CULVERT THIS FLOW INCREASE IS NOT ACCURATE. THE PRE PROJECT CONDITION LIKELY HAS A LARGER FLOW RATE AT THIS POINT THAN MODELED. THE POST PROJECT CONDITION PROPOSES IMPROVING THE STORM CROSSING AT DESIGN POINT 2 TO PASS THE 100-YR DESIGN STORM WHILE KEEPING LARGE STORM EVENTS IN THE PUBLIC RIGHT-OF-WAY. DESIGN POINT 3 SHOWS THAT THE POST PROJECT FLOW RATE WOULD BE REDUCED FOR THE DRAINAGE BASIN AS IT CROSSES UNDER METZ ROAD. DRAINAGE AREA MAP NOTES: H&H comments are forthcoming. 31 Item 3. 7 6 0 75 7 7 5 8 7 5 9 7 6 1 7 6 2 75 67567 5 6 755 75 4 756 76 0 76 0 75 8 7 5 9 75 9 76 1 76 1 76 1 762 763 764 75 7 7 5 8 765 762 7 6 3 76 4 760 7 5 7 75 8 7 5 9 7 6 1 7 6 2 7 6 3 7 6 0 7 5 7 75 8 759 7 6 1 7 6 2 76 3 7 6 4 76 5 763 764 766 767 768 769 762 763 O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P HOEHN ROAD (GRAVEL) 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T S89°54'16"E 1,950.64' O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P HOEHN ROAD (GRAVEL) 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T S89°54'16"E 1,950.64' < < < < < < < < < BEGIN TC PATH - OVERLAND FLOW 100' @ 0.10% n=0.15 2 YR 24 HR RAIN = 3.97 IN SHEET FLOW TIME = 29.16 MIN. BEGIN TC PATH - SHALLOW CONCENTRATED FLOW (MINIMUM TILLAGE CULTIVATION) 153' @ 0.58% SHALLOW FLOW TIME = 6.65 MIN. BEGIN TC PATH - CHANNELIZED FLOW 161' @ 0.69% CHANNELIZED FLOW TIME = 1.34 MIN. SHALLOW CONCENTRATED FLOW (MINIMUM TILLAGE CULTIVATION) 161' @ 0.69% SHALLOW FLOW TIME = 6.42 MIN. SHALLOW CONCENTRATED FLOW (MINIMUM TILLAGE CULTIVATION) 87' @ 0.58% SHALLOW FLOW TIME = 2.36 MIN. CHANNELIZED FLOW 663' @ 0.50% CHANNELIZED FLOW TIME = 3.35 MIN. < < < < < < <<< < < < < < < < < < < < < <<<<<<<<<<<<<<<<<<<< SHEET FLOW = 18.31 MIN. OVERLAND FLOW = 28.99 MIN. CHANNELIZED FLOW 663' @ 0.70% CHANNELIZED FLOW TIME = 3.35 MIN. < < < < < < << < < < < < < < < CHANNELIZED FLOW 663' @ 0.50% CHANNELIZED FLOW TIME = 3.35 MIN. SHALLOW CONCENTRATED FLOW (MINIMUM TILLAGE CULTIVATION) 255' @ 1.74% SHALLOW FLOW TIME = 6.40 MIN. LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 23LOT 22LOT 21LOT 20LOT 19LOT 18 LOT 17 LOT 16 BLOCK A BLOCK A 94.8 cfs A-05 32.65 ac 118.2 cfs A-06 38.82 ac 37.0 cfs A-04 12.45 ac LONESTOME DOVE TRAIL SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX DR A I N A G E A R E A M A P BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C5.02 N WE s 0'0'50'100'200' GRAPHIC SCALE 1" = 100' 1. DRAINAGE CRITERIA FOR THIS DRAINAGE AREA MAP IS BASED ON SURVEY AND COUNTY OF DENTON DRAINAGE REQUIREMENTS. PROPOSED ON-SITE TC =15MIN C = 0.45 I100 =7.60 IN/HR A = DRAINAGE AREA (ACRES) Q100 =C*I100*A (CFS) DRAINAGE AREA MAP NOTES: BASIN NAME ACRES 100 YR FLOW (CFS) 425 425 DRAINAGE AREA FLOW ARROW PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPERTY LINE EXISTING STORM LINE AREA FLOW BASIN LEGEND W SS SE E S H E E T C5 . 0 3 32 Item 3. 75 0 75 5 7 4 9 751 752 75 3 75 4 756 OH P OH P OH P OH P OH P OH P OH P ME T Z R D ( A S P H A L T ) EXIST 3-24" CMP CULVERTS CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T ADDITION INST. #2019-89640 P.R.D.C.T A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T W W W W W W FL (3) 24" ≈ 728.6 HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T OH P OH P OH P OH P OH P OH P OH P ME T Z R D ( A S P H A L T ) EXIST 3-24" CMP CULVERTS CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T ADDITION INST. #2019-89640 P.R.D.C.T A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T W W W W W W FL (3) 24" ≈ 728.6 HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T < < < < < < < < < < < < < END TOC CALCULATION AT EXISTING POND BEGIN TC PATH - OVERLAND FLOW 100' @ 0.23% n=0.15 2 YR 24 HR RAIN = 3.97 IN SHEET FLOW TIME = 20.56 MIN. BEGIN TC PATH - SHALLOW CONCENTRATED FLOW (SHORT GRASS, PASTURE) 848' @ 2.71% SHALLOW FLOW TIME = 12.33 MIN. <<<<<<<< < < < < BEGIN TC PATH - OVERLAND FLOW 100' @ 5.61% n=0.15 2 YR 24 HR RAIN = 3.97 IN SHEET FLOW TIME = 5.82 MIN. BEGIN TC PATH - SHALLOW CONCENTRATED FLOW (MINIMUM TILLAGE CULTIVATION) 513' @ 4.27% SHALLOW FLOW TIME = 8.22 MIN. LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 30 LOT 29LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 BLOCK A BLOCK A 32.7 cfs A-03 9.20 ac 18.3 cfs A-02 5.27 ac 61.9 cfs B-01 21.32 ac 13.0 cfs A-01 3.67 ac LONESTOME DOVE TRAIL DRAINAGE AREA TABLE DRAINAGE AREA NO. A-01 A-02 A-03 A-04 A-05 A-06 B-01 AREA (ac) 3.67 5.27 9.20 12.45 32.65 38.82 21.32 RUNOFF COEFFICIENT "C" 0.45 0.44 0.45 0.42 0.41 0.43 0.41 RAINFALL INTENSITY "I"100 (in/hr) 7.90 7.90 7.90 7.08 7.08 7.08 7.08 TIME OF CONCENTRATION (minutes) 15.0 15.0 15.0 20.0 20.0 20.0 20.0 TOTAL FLOW Q100 (cfs) 13.0 18.3 32.7 37.0 94.8 118.2 61.9 1. DRAINAGE CRITERIA FOR THIS DRAINAGE AREA MAP IS BASED ON SURVEY AND COUNTY OF DENTON DRAINAGE REQUIREMENTS. PROPOSED ON-SITE TC =15MIN C = 0.45 I100 =7.60 IN/HR A = DRAINAGE AREA (ACRES) Q100 =C*I100*A (CFS) DRAINAGE AREA MAP NOTES: SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX DR A I N A G E A R E A M A P BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C5.03 N WE s 0'0'50'100'200' GRAPHIC SCALE 1" = 100' BASIN NAME ACRES 100 YR FLOW (CFS) 425 425 DRAINAGE AREA FLOW ARROW PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPERTY LINE EXISTING STORM LINE AREA FLOW BASIN LEGEND W SS SE E S H E E T C5 . 0 2 33 Item 3. OH P OH P OH P LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T 24.00' 37 . 0 0 ' 18 . 6 7 ' 24.00' CULVERT A (2) - 7' X 3' RCB @ 0.50% METZ RD ( A S P H A L T ) H O E H N R O A D ( G R A V E L ) W W W UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E < < < < < < < < < < LO N E S T O M E D O V E T R A I L 60' R.O.W. 5' U.E. 11 . 3 2 ' 8.00'8.00' 16 . 0 0 ' 16 ' D. E . 16 ' D. E . STA: 0+60.00 CULVERT B STA: 18+98.52 (-30.00' L) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (N): 741.30 STA: 0+00.00 CULVERT B STA: 18+98.52 (30.00' R) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (S): 741.00 CULVERT B (4) - 24" RCP @ 0.50% 6" W A T E R 15' D.U.E. 5' D.U.E. 10' BOLIVER WATER SUPPLY EASEMENT 5' U.E. CULVERT A 710 715 720 725 730 735 740 745 750 710 715 720 725 730 735 740 745 750 0+001+001+50 (2) - 7' X 3' RCB Q100 = 264.32 cfs VDOWN = 9.83 fps DDOWN = 1.92 ft DUP = 2.23 ft (n) = 0.013 HOEHN ROAD PROP. GRADE @CL OF PIPE EX. GRADE @CL OF PIPE100-YR HW = 730.43 100-YR TW = 727.73 S T A : 1 + 0 5 . 0 0 C U L V E R T A C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L CULVERT A (2) - 7' X 3' RCB @ 0.50% S T A : - 0 + 0 0 . 0 0 C U L V E R T A C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L F L 7 ' X 3 ' R C B O U T : 7 2 6 . 3 4 F L 7 ' X 3 ' R C B I N : 7 2 5 . 8 1 CULVERT B 725 730 735 740 745 750 755 760 765 725 730 735 740 745 750 755 760 765 0+001+00 (4) - 24" RCP @ 0.50% S T A : 0 + 0 0 . 0 0 C U L V E R T B C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D S T A : 0 + 6 0 . 0 0 C U L V E R T B C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D F L 2 4 " R C P I N : 7 4 1 . 0 0 F L 2 4 " R C P O U T : 7 4 1 . 3 0 LONESOME DOVE TRAIL PROP. GRADE @CL OF PIPE EX. GRADE @CL OF PIPE 100-YR HW = 744.48 100-YR TW = 743.00 (4) - 24" RCP Q100 = 94.8 cfs VDOWN = 7.55 fps DDOWN = 2.00 ft DUP = 2.00 ft (n) = 0.013 CULVERT C 720 725 730 735 740 745 750 755 760 720 725 730 735 740 745 750 755 760 0+001+00 S T A : 0 + 6 0 . 0 0 C U L V E R T C C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D (2) - 24" RCP @ 0.50% S T A : 0 + 0 0 . 0 0 C U L V E R T C C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D F L 2 4 " R C P O U T : 7 3 6 . 9 8 F L 2 4 " R C P I N : 7 3 6 . 6 8 LONESOME DOVE TRAIL PROP. GRADE @CL OF PIPE EX. GRADE @CL OF PIPE (2) - 24" RCP Q100 = 37.00 cfs VDOWN = 6.74 fps DDOWN = 1.64 ft DUP = 1.64 ft (n) = 0.013 100-YR HW = 739.46 100-YR TW = 738.31 W W UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E < < < < < < < < < < LO N E S T O M E D O V E T R A I L 60' R.O.W. 8. 6 7 ' 8.00'8.00' 14 . 0 0 ' 16 ' D. E . 16 ' D. E . STA: 0+60.00 CULVERT C STA: 14+48.52 (-30.00' L) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (N): 736.98 STA: 0+00.00 CULVERT C STA: 14+48.52 (30.00' R) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (S): 736.68 CULVERT C (2) - 24" RCP @ 0.50% 6" W A T E R 5' U.E. 15' D.U.E. 5' D.U.E. 10' BOLIVER WATER SUPPLY EASEMENT 5' U.E. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX ST O R M C U L V E R T A A N D B AN D C P L A N A N D P R O F I L E BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C6.00 N W E s 0'0'20'40'80' GRAPHIC SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE DRAINAGE AND UTILITY EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT OHP W LEGEND STORM DRAINAGE NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2.CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A.RCP - ASTM C76 CLASS III B.HDPE - AASHTO M252 TYPE S , M294 TYPE S R ASTM F 2306 SMOOTH WALL C.PVC - ASTM D 3034 SDR35 a.ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION TO REMOVE ALL SILT AND DEBRIS. b.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. c.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". d.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. NWE s NWE s LOT 1 BLOCK A 53 SY OF DRY ROCK RIP RAP (D50=22") UNDERLAIN WITH FILTER FABRIC. SEE CONSTRUCTION DETAILS. 91 SY OF DRY ROCK RIP RAP (D50=22") UNDERLAIN WITH FILTER FABRIC. SEE CONSTRUCTION DETAILS. Headwall is to close to edge of pavement and is within clearzone. Provide proposed grading and show existing contours. I am concerned with downstream ditch capacity. Provide 1' of freeboard HW is higher than the highpoint of road ditch. Will have split flow to Culvert C. This has not been accounted for. Verify grading. Ditch between lots should be draining to culvert. Remove high point in ditch. Do not pond water. HW is higher than the highpoint of road ditch. Will have split flow to adjacent Culvert. This has not been accounted for. Provide box culvert details and Traffic control Plan. Pull ROW back out of Headwater depth and out from stone riprap. Hoehn intersection will need to be reconstructed. Show your proposed improvements (Plan and Profile). 34 Item 3. W W UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E < < < < < < < < < < LO N E S T O M E D O V E T R A I L 5' U.E. 60' R.O.W. 6. 0 0 ' 8.00'8.00' 12 . 0 0 ' 16 ' D. E . STA: 0+60.00 CULVERT E STA: 6+13.57 (-30.00' L) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (N): 730.83 STA: 0+00.00 CULVERT E STA: 6+13.57 (30.00' R) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (S): 730.53 CULVERT E 24" RCP @ 0.50% 6" W A T E R 15' D.U.E. 5' D.U.E. 10' BOLIVER WATER SUPPLY EASEMENT 5' U.E. CULVERT D 715 720 725 730 735 740 745 750 755 715 720 725 730 735 740 745 750 755 0+001+00 S T A : 0 + 6 0 . 0 0 C U L V E R T D C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D (2) - 24" RCP @ 0.50% S T A : 0 + 0 0 . 0 0 C U L V E R T D C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D F L 2 4 " R C P O U T : 7 3 2 . 2 9 F L 2 4 " R C P I N : 7 3 1 . 9 9 LONESOME DOVE TRAIL PROP. GRADE @CL OF PIPE EX. GRADE @CL OF PIPE (2) - 24" RCP Q100 = 32.7 cfs VDOWN = 6.27 fps DDOWN = 1.55 ft DUP = 1.55 ft (n) = 0.013 100-YR HW = 734.56 100-YR TW = 733.54 CULVERT E 715 720 725 730 735 740 745 750 755 715 720 725 730 735 740 745 750 755 0+001+00 24" RCP @ 0.50% S T A : 0 + 0 0 . 0 0 C U L V E R T E C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D S T A : 0 + 6 0 . 0 0 C U L V E R T E C O N S T R U C T : 4 : 1 S L O P E D H E A D W A L L P E R T X D O T D E T A I L S E T P - C D F L 2 4 " R C P I N : 7 3 0 . 5 3 F L 2 4 " R C P O U T : 7 3 0 . 8 3 LONESOME DOVE TRAIL PROP. GRADE @CL OF PIPE EX. GRADE @CL OF PIPE 24" RCP Q100 = 18.30 cfs VDOWN = 6.23 fps DDOWN = 1.77 ft DUP = 1.77 ft (n) = 0.013 100-YR HW = 733.29 100-YR TW = 732.30 W W UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E UG T & E < < < < < < < < < < LO N E S T O M E D O V E T R A I L 60' R.O.W. 8. 6 7 ' 8.00'8.00' 14 . 0 0 ' 16 ' D. E . STA: 0+60.00 CULVERT D STA: 7+95.51 (-30.00' L) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (N): 732.29 STA: 0+00.00 CULVERT D STA: 7+95.51 (30.00' R) LONESOME DOVE TRAIL CONSTRUCT: 4:1 SLOPED HEADWALL PER TXDOT DETAIL SETP-CD FL 24" RCP (S): 731.99 CULVERT D (2) - 24" RCP @ 0.50% 6" W A T E R 15' D.U.E. 5' U.E. 15' D.U.E. 5' D.U.E. 10' BOLIVER WATER SUPPLY EASEMENT 5' U.E. 0'0'20'40'80' GRAPHIC SCALE 1" = 40' HORIZONTAL 1" = 4' VERTICAL OHP W LEGEND SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX ST O R M C U L V E R T D A N D E PL A N A N D P R O F I L E BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C6.01 NWE s PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE DRAINAGE AND UTILITY EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT OHP W LEGEND STORM DRAINAGE NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2.CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A.RCP - ASTM C76 CLASS III B.HDPE - AASHTO M252 TYPE S , M294 TYPE S R ASTM F 2306 SMOOTH WALL C.PVC - ASTM D 3034 SDR35 a.ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION TO REMOVE ALL SILT AND DEBRIS. b.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. c.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". d.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. NWE s HW is higher than the highpoint of road ditch. Will have split flow to adjacent Culvert. This has not been accounted for. HW is higher than the highpoint of road ditch. Will have split flow to adjacent Culvert. This has not been accounted for. 35 Item 3. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX ST O R M C U L V E R T CA L C U L A T I O N S BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C6.02 ROADWAY CULVERT CALCULATIONS Verify calculations. Appears to be bypass in ditches which are not accounted for in these calcs. 36 Item 3. OH P OH P OH P OH P OH P H O E H N , B R I A N L E E A 0 8 0 1 A W M M A S O N , T R 7 I N S T . # 2 0 1 8 - 4 0 7 1 7 D . R . D . C . T W W W W W W W W W W W W W W W W UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E 0+001+002+003+004+005+006+007+00 8+00 9+00 10+00 STA: 0+00 W-1 INSTALL: CONNECT TO EXIST WATER (1) 8" X 6" TAPPING SLEEVE (1) 6" VALVE CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EXISTING WATER MAIN STA: 4+25.62 W-1 INSTALL: 1-6"X6" TEE 1-6" VALVE 1-FIRE HYDRANT ASSEMBLY STA: 9+18.10 W-1 INSTALL: 45° BEND STA: 9+61.94 W-1 INSTALL: 45° BEND W W W W W W W W W W W UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E UGT&E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E 1 E X . 8 " W A T E R L I N E 6" WATER LINE LONESOME DOVE TRAIL 0+001+002+003+004+005+006+007+00 8+00 9+00 10+00 STA: 0+00 W-1 INSTALL: CONNECT TO EXIST WATER (1) 8" X 6" TAPPING SLEEVE (1) 6" VALVE CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EXISTING WATER MAIN STA: 4+25.62 W-1 INSTALL: 1-6"X6" TEE 1-6" VALVE 1-FIRE HYDRANT ASSEMBLY STA: 9+18.10 W-1 INSTALL: 45° BEND STA: 9+61.94 W-1 INSTALL: 45° BEND PC STA: 6+61.78 PT STA: 7+94.84 R 5 1 7 . 0 0 ' LOT 26 LOT 27 LOT 28 LOT 29 LOT 5 LOT 4 LOT 3 LOT 1LOT 2 LOT 30 5' D.U.E. M E T Z R O A D AA A 11 1 1 1 1 1 1 1 1 11 15' D.U.E. 5' D.U.E. 5' U.E. 10' BOLIVER WATER SUPPLY EASEMENT W W W W W W W W W W W W W UG T & E UGT & E UGT&E UGT & E U G T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E U G T & E U G T & E UGT& E UGT&E UGT & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT& E UGT&E 10+00 11+00 12+00 13+0014+0015+0016+0017+0018+0019+0020+00 21+00 22 + 0 0 23+00 24+ 0 0 25 + 0 0 STA: 20+47.82 W-1 INSTALL: 1-6"X6" TEE 1-6" VALVE 1-FIRE HYDRANT ASSEMBLY STA: 25+21.24 W-1 INSTALL: 6"X6" TEE STA: 20+98.68 W-1 INSTALL: 45° BENDSTA: 21+58.60 W-1 INSTALL: 45° BEND STA: 22+13.51 W-1 INSTALL: 45° BEND STA: 22+78.42 W-1 INSTALL: 45° BEND STA: 23+33.51 W-1 INSTALL: 45° BEND STA: 24+37.71 W-1 INSTALL: 45° BEND STA: 23+98.42 W-1 INSTALL: 45° BEND STA: 13+22.86 W-1 INSTALL: 1-6"X6" TEE 1-6" VALVE 1-FIRE HYDRANT ASSEMBLY 45° BEND STA: 10+65.40 W-1 INSTALL: 45° BEND STA: 20+54.34 W-1 INSTALL: 45° BEND 6" WATER W-1 W W W W W W W W W W W W W UG T & E UGT & E UGT&E UGT & E U G T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E UGT&E U G T & E U G T & E UGT& E UGT&E UGT & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT& E UGT&E 6" WATER LINE 1 1 1 LONESOME DOVE TRAIL 10+00 11+00 12+00 13+0014+0015+0016+0017+0018+0019+0020+00 21+00 22+ 0 0 2 3 + 0 0 24+ 0 0 25 + 0 0 STA: 20+47.82 W-1 INSTALL: 1-6"X6" TEE 1-6" VALVE 1-FIRE HYDRANT ASSEMBLY STA: 25+21.24 W-1 INSTALL: 6"X6" TEE STA: 20+98.68 W-1 INSTALL: 45° BENDSTA: 21+58.60 W-1 INSTALL: 45° BEND STA: 22+13.51 W-1 INSTALL: 45° BEND STA: 22+78.42 W-1 INSTALL: 45° BEND STA: 23+33.51 W-1 INSTALL: 45° BEND STA: 24+37.71 W-1 INSTALL: 45° BEND STA: 23+98.42 W-1 INSTALL: 45° BEND STA: 13+22.86 W-1 INSTALL: 1-6"X6" TEE 1-6" VALVE 1-FIRE HYDRANT ASSEMBLY 45° BEND STA: 10+65.40 W-1 INSTALL: 45° BEND STA: 20+54.34 W-1 INSTALL: 45° BEND 6" WATER W-1 PC STA: 11+79.04 PT STA: 13+02.03 R 4 8 3 . 0 0 ' LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 19 LOT 21 LOT 20 LOT 18 LOT 22 LOT 23 LOT 24 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 11LOT 12 A AAA B 1 1 11 1 1 1 1 1 1 1 1 1 1 1 5' D.U.E. 5' U.E. 10' BOLIVER WATER SUPPLY EASEMENT 5' D.U.E.15' D.U.E. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX UT I L I T Y P L A N BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C7.00 N WE s 0'0'20'40'80' GRAPHIC SCALE 1" = 40' PROPERTY LINE PROPOSED EASEMENT PROPOSED WATER LINE PROPOSED STORM SEWER LINE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE PROPOSED UNDERGROUND ELECTRICAL LINE PROPOSED FIRE HYDRANT (FH) PROPOSED WATER METER PROPOSED WATER VALVE PROPOSED TEE PROPOSED BEND EXISTING POWER POLE TRANSFORMER W OHP W LEGEND 1.PIPE: WATER PIPELINES SHALL BE PVC PIPE CONFORMING TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION. IN GENERAL, THE WATER PIPELINES SHALL BE AWWA STANDARD C-900 WITH CAST-IRON OUTSIDE DIMENSIONS, AND INSTALLED WITH A MINIMUM OF FOUR FEET (4) OF COVER FROM PROPOSED FINAL GRADE, UNLESS OTHERWISE APPROVED BY BOLIVAR WSC. 2.ALL WATER MAINS UNDER PAVEMENT SHALL BE ENCASED AS FOLLOWS: 2.1.8-INCH THROUGH 10-INCH - ENCASE IN STEEL OR APPROVED EQUAL. 2.2.12-INCH AND LARGER - ENCASE IN STEEL PIPE, SIZE AND THICKNESS ( 1/4" MIN.) TO BE APPROVED BY BOLIVAR'S ENGINEER. 3.ALL PIPES NOT UNDER PAVEMENT SHALL BE INSTALLED IN EMBEDMENT MATERIAL AS SHOWN ON THE STANDARD DETAILS. 4.GATE VALVES: ALL GATE VALVES SHALL CONFORM TO AWWA C-509 STANDARDS MANUFACTURED BY MUELLER, CLOW, OR AN APPROVED MANUFACTURER WITH RESILIENT SEAT ONLY AND SHALL CONFORM TO AND SHALL BE INSTALLED ACCORDING TO THE DESIGN STANDARD. 5.WATER SERVICE CONNECTIONS: SERVICE PIPELINE SHALL BE IN ACCORDANCE WITH THE DESIGNS SHOWN ON THE STANDARD DRAWINGS. THE MATERIALS SHALL BE MUELLER, FORD, AVK OR APPROVED EQUAL AND SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION. ALL CONNECTIONS SHALL BE COMPRESSION TYPE OR APPROVED EQUAL. 6.BENDS: MEGÆLUGS OR APPROVED EQUAL SHALL BE INSTALLED AT A HORIZONTAL CHANGE IN THE DIRECTIONS OF 45° OR GREATER AND AT ALL VERTICAL CHANGE IN DIRECTION THAT REQUIRE A BEND. THE RESTRAINTS SHALL BE PLACED AT THE BEND AND AT THE NEXT PIPE JOINT IN THE DIRECTION FROM THE BEND. 7.ALL IRRIGATION METERS SHALL HAVE A TESTABLE DOUBLE CHECK BACKFLOW PREVENTER. 8.ALL IRON FITTINGS SHALL BE COVERED AND SECURED WITH PLASTIC WRAP PRIOR TO BACKFILL BEING PLACED. 9.NO IMPORTED MATERIALS. 10.RESIDENTIAL METER BOXES SHALL BE MODEL FYM241-233-T-G-NL FORD METER BOX COMPANY, INC. 11.CONTRACTOR SHALL CONFIRM REQUIRED MATERIALS WITH BOLIVAR WATER SUPPLY CORPORATION PRIOR TO CONSTRUCTION. 12.PVC SLEEVES SHALL CONSIST OF SCHEDULE 40 PVC CONDUITS, BURIED 4.5' MIN. BELOW FINISHED GRADE. SLEEVES SHALL EXTEND A MINIMUM OF 2' BEYOND PAVING. UTILITY NOTES M A T C H L I N E T H I S S H E E T M A T C H L I N E T H I S S H E E T Know what's below. before you dig.Call R CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. KEY NOTES INDIVIDUALLY TAPPED 3/4" SINGLE WATER METER SERVICE1 WATER SERVICE SLEEVEA STEEL ENCASEMENT PER BWCS DETAILB UGT&E Provide fire hydrant at intersection. Max distance between fire hydrants is 500 feet. Evaluate spacing between all fire hydrants. City requires letter from Bolivar WSC stating they can supply the subdivision with water and they approve your design. 37 Item 3. OH P OH P OH P OH P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P HOEHN ROAD (GRAVEL) ME T Z R D ( A S P H A L T ) EXIST 3-24" CMP CULVERTS IRSIRS 1/2" IRS IRS 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T WOLSKI, EDWARD F A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T W W W W W W FL (3) 24" ≈ 728.6 HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T 1/2 IN IRF 1/2 IN IRF S89°54'16"E 1,950.64' LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 19 LOT 21LOT 20LOT 18 LOT 22 LOT 23 LOT 24 LOT 26 LOT 27 LOT 28 LOT 29 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 1 LOT 2 LOT 11LOT 12 LOT 25 LOT 30 BLOCK A BLOCK A R1-1 "STOP" SIGN AND POST (36" X 36") AND STREET NAME BLADES CENTER OF POST TO BE PLACED 4.0' FROM EDGE OF PAVEMENT 30 WEIGHT LIMIT GROSS 40,000 LBS R2-1-30 (24" X 30") R12-1T (24" X 30") LONESOME DOVE TRAIL LONESOME DOVE TRAIL 6.83'4. 0 0 ' 2 - CLUSTER MAILBOX SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX SI G N A G E P L A N BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C8.00 N WE s 0'0'50'100'200' GRAPHIC SCALE 1" = 100' Remove weigh limit sign unless County has a requirement Provide stop bar. 38 Item 3. W W W W W W W UGT&E UGT&E UGT&E U G T & E UGT&E UGT&E UGT&E UGT&E UGT& E U G T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E U G T & E UGT & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT & E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E OH P OH P OH P OH P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P EXIST 3-24" CMP CULVERTS 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T WOLSKI, EDWARD F A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T W W W W W W FL (3) 24" ≈ 728.6 HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T S89°54'16"E 1,950.64' OH P OH P OH P OH P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P EXIST 3-24" CMP CULVERTS 100' ELECTRIC ESMT V.566,P.571 V.626,P.627 CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T CHARLES STOBAUGH V. 2827, P. 965 D.R.D.C.T HIMALAYAN FAMILY RANCH LLC LOT 6, BLOCK A SADDLE RIDGE ESTATES CAB. M, PAGE 241 P.R.D.C.T 60' BRAZOS RIVER ELECTRIC ESMT V.306,P.606 V.749,P.368 V.749,P.370 V.749,P.373 V.749,P.377 LOT 7, BLOCK A METZ ESTATES ADDITION INST. #2019-89640 P.R.D.C.T OLVERA, ARMANDO & OLVERA A0199A B.B.B. & C. RR CO., TR 6B INST. #2018-111054 D.R.D.C.T RUGGIERI, JASON A & HEATHER A0199A B.B.B. & C. RR CO., TR 6C INST. #2021-76290 D.R.D.C.T CONELY, CHRISTOPHER M & DAWN A0199A B.B.B. & C. RR CO., TR 6D INST. #2019-65759 D.R.D.C.T DEL ROSARIO VINALES, MIGUEL & SOUVANNA A0199A B.B.B. & C. RR CO., TR 6A INST. #2018-84116 D.R.D.C.T SRI GANESH HOMES LLC A0199A B.B.B. & C. RR CO., TR 6F INST. #2021-190360 D.R.D.C.T BERNAL, NOE SANTOS & AMANDA A0199A B.B.B. & C. RR CO., TR 6 INST. #2022-9625 D.R.D.C.T HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T WOLSKI, EDWARD F A0199A B.B.B. & C. RR CO., TR 5 INST. #2017-106111 D.R.D.C.T HOEHN, BRIAN LEE A0801A WM MASON, TR 7 INST. #2018-40717 D.R.D.C.T HOEHN, BRIAN LEE & HOEHN, PHILIP LEE A0801A WM MASON, TR 6A INST. #2016-111364 D.R.D.C.T W W W W W W FL (3) 24" ≈ 728.6 HOEHN, P J A0801A WM MASON, TR 6 V. 469, P. 208 D.R.D.C.T S89°54'16"E 1,950.64' W W W W W W W UGT&E UGT&E UGT&E U G T & E UGT&E UGT&E UGT&E UGT&E UGT& E U G T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UG T & E U G T & E UGT & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&E UGT & E UG T & E UGT&E UGT&E UGT&E UGT&E UGT&E UGT&ERD RD RD RDRD RD 745 744 746 7 4 5 7 4 1 7 4 1 7 4 2 7 4 3 7 4 4 7 3 5 7 3 5 7 4 0 736 7 3 6 737 7 3 7 738 7 3 8 739 73 9 738 739 740 745 741742743744 745 744 740741742743 74 5 744 738 739 745 750 744 746 747 748 749 751 752 753 754 7 4 5 75 0 7 4 4 7 4 6 7 4 7 7 4 8 74 9 75 1 7 3 5 74 074 5 73 2 733 7 3 4 7 3 6 7 3 7 7 3 8 73 9 74 1 74 274 374 4 74 6 74 7 74 8 7 4 9 735 733 734 CE RD 7 4 0 74 5 7 3 8 7 3 9 7 4 1 7 4 2 7 4 3 74 4 746 747 RDRD RD RD RD RD SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E CAUTION!! THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. Know what's below. before you dig.Call R LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX ER O S I O N C O N T R O L P L A N BENCHMARK PROVIDED BY BURKS LAND SURVEYING UTILIZING THE GPS NETWORK IN TEXAS STATE PLANE NORTH CENTRAL (4202). BENCHMARK C9.00 N WE s 0'0'50'100'200' GRAPHIC SCALE 1" = 100' 475 475 CE IP SF PROPERTY LINE PROPOSED CONTOUR EXISTING CONTOUR SILT FENCE LIMITS OF DISTURBANCE INLET PROTECTION CONSTRUCTION EXIT FILTER SOCKFS LEGEND 1.EROSION CONTROL DEVICES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 2.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY ENGINEERING DIVISION. 3.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. 4.INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE FUNCTIONING PROPERLY. WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN STONES OR MUD IS BEING TRACKED ONTO A PUBLIC ROADWAY THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASHDOWN OPERATION HALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL OFF SITE SEDIMENTATION. PERIODIC RE-GRADING OR THE ADDITION OF NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFICIENCY OF THE INSTALLATION. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF N.O.I., N.O.T. AND ANY ADDITIONAL INFORMATION REQUIRED BY THE TCEQ CONTRACTOR SHALL COMPLY WITH ALL TCEQ STORMWATER POLLUTION PREVENTION REQUIREMENTS. STANDARD EROSION CONTROL GENERAL NOTES Show entire limits of work and provide erosion control measures. 39 Item 3. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX ER O S I O N C O N T R O L D E T A I L S C9.01 THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON GRADING AND EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND RE-VEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - PAVING 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. REMOVE AS NEEDED TO PAVE. 2. STABILIZE SUB-GRADE. 3. PAVE STREETS AND SIDEWALKS AS SPECIFIED ON PLAN SHEETS. 4. RE-INSTALL ANY STORM WATER POLLUTION PREVENTION MEASURES REMOVED FOR PAVING OPERATIONS. PHASE D - LANDSCAPING AND SOIL STABILIZATION. 1. RE-VEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL RE-VEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING TEMPORARY SEEDING ALL DISTURBED AREAS WHICH WILL BE LEFT DORMANT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH FAST- GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OPERATIONS. SELECTION OF THE SEED WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED (SEE DESCRIPTIONS IN TABLE 2). REFERENCE LANDSCAPE PLAN FOR PERMANENT STABILIZATION REQUIREMENTS. ALL TEMPORARY SEEDING MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. TABLE 2 VEGETATION TABLE* TEMPORARY SEEDING SPECIES PLANTING RATE PLANTING-DATES CRIMSON CLOVER 7#/ACRE 8/15 - 11/30 MILLET, FOXTAIL 30#/ACRE 5/1 - 8/31 RYEGRASS, ANNUAL 30#/ACRE 8/15 - 9/30 SPRANGLETOP, GREEN 2.5#/ACRE 2/1 - 5/1 TALL FESCUE 7#-10#/1000 SF 9/1 - 10/15 *USE ONLY USDA CERTIFIED SEED. SURFACE PREPARATION FOR TEMPORARY SEEDING 1.INSTALL EROSION STRUCTURES SUCH AS DIKES, DIVERSIONS, ETC. PRIOR TO SEEDING. 2.FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR LINE BEFORE SEEDING. 3.ENSURE SEED BED IS PULVERIZED, LOOSE, AND UNIFORM. APPLICATION 1.WHEN HYDROMULCHING IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES PRIOR TO APPLICATION. 2.APPLY SEED EVENLY USING PROPER EQUIPMENT AND WATER TO AID VEGETATION GROWTH. 3.EROSION CONTROL NETTING SHALL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT AGAINST EROSION. MULCH (STRAW OR FIBER) SHALL BE USED ON RELATIVELY FLAT SLOPES. VEGETATIVE STABILIZATION REQUIREMENTS 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED AND EXISTING CONTOURS, FLOW ARROWS AND/OR SLOPES. 4.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 5.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 6.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. SITE MAP GENERAL NOTES BMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE / EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. STONE OVERFLOW STRUCTURE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. SEDIMENT SHALL BE REMOVED FROM THE STORAGE AREA WHEN SEDIMENT DEPTH HAS BUILT UP TO ONE-HALF THE HEIGHT OF THE STONE OUTLET. REPAIR DISLODGED OR MISSING STONE RIP-RAP AND REPAIR ANY DOWNSTREAM EROSION. ROCK CHECK DAM: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA UPSTREAM OF THE DAM WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE DAM HEIGHT. REPAIR DAMAGE TO THE CHANNEL IN THE VICINITY OF THE CHECK DAMS IMMEDIATELY TO PREVENT ADDITIONAL DAMAGE. REPLACE MISSING OR DISLODGED ROCK AS NEEDED TO MAINTAIN THE DESIGN HEIGHT AND CROSS SECTION OF THE CHECK DAM. CURB INLET / GRATE INLET / WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED. 40 Item 3. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX CO N S T R U C T I O N D E T A I L S C10.00 41 Item 3. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX CO N S T R U C T I O N D E T A I L S C11.01 42 Item 3. SHEET NO. PROJECT NO. DATE 08/01/2022 16802 17 1 9 A N G E L P A R K W A Y ST E 4 0 0 - 2 0 6 , A L L E N , T X 7 5 0 0 2 PH O N E N O . ( 2 1 4 ) 8 4 6 - 9 3 9 7 TB P E F I R M R E G . # 1 9 1 0 1 No . THIS DOCUMENT IS RELEASED FOR REVIEW PURPOSES ONLY UNDER THE AUTHORITY OF HEATH VOYLES, P.E. 107823 ON 09/13/2022. IT IS NOT TO BE USED FOR CONSTRUCTION. RE V I S I O N S DA T E LO N E S O M E D O V E LO T S 1 - 3 0 , B L O C K A ME T Z R O A D A N D H O E H N R O A D DE N T O N C O U N T Y , SA N G E R E T J , TX CO N S T R U C T I O N D E T A I L S C10.02 43 Item 3. PLANNING & ZONING COMMISSION COMMUNICATION DATE: October 10, 2022 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on Preliminary Plat of the Glenn Polk Addition, being 10.418 acres, located in the City of Sanger, and generally located on the west side of I-35 approximately 670 feet south of Belz Road. SUMMARY:  The applicant is proposing to create 1 commercial lot from one unplatted tract.  This is the site of the current Glenn Polk Auto Sales site.  The lot will be 10.418 acres.  The applicant will build a new show room and sales office behind the existing showroom and sales office and a service bay area.  The existing showroom and sales office will be demolished once the new one is operational.  The property is located in the City of Sanger.  The plat conforms to the City of Sanger subdivision ordinance. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 44 Item 4. 12 27 97 12 27 94122791111370 56 48 2 74 85 4 113 12 4 113 12 5 77 811 56 48 9 84 58 5 I-35 SERVICE BELZ RD I-35 SERVICE I-35 I-35 /Project Name: G len Polk AddnMinor PlatProject: 22SANZO N-0054 0 500 1,000250 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 9/17 /2 02 2 5 :3 4:0 9 P MDoc Name : 2 2 SA NZON-0 05 4 _G le n P olk A dd n Mino r Pla tCity L imi ts Exhi bi ts Sub je ctArea 45 Item 4. XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X O H U O H U OHU OHU OHU O H U O H U O H U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU M & G SANGER REAL ESTATE, LLC, CALLED 10.42 ACRES DOC. NO. 2019-27076 O.P.R.D.C.T. HENRY TI E R W E S T E R S U R V E Y ABSTRACT N O . 1 2 4 1 PAC GROU P , L T D . CALLED 5 0 A C R E S DOC. NO. 2 0 0 1 - 0 7 1 8 6 9 O.P.R.D. C . T . DANIEL R . W O L F E & B R I A N N A L . W O L F E CALLED 2 . 5 0 1 A C R E S DOC. NO. 2 0 2 1 - 2 1 4 9 4 O.P.R.D. C . T . JAMES F. J O N E S & Y O L A N D A M . J O N E S CALLED 2 . 4 9 7 A C R E S DOC. NO. 2 0 1 4 - 3 7 0 1 6 O.P.R.D. C . T . JORGE CA S T I L L O CALLED 2 . 5 0 A C R E S DOC. NO. 2 0 2 2 - 1 5 0 7 2 O.P.R.D. C . T . JOHN D. C A S S A D A Y A N D W I F E , MELISSA N . C A S S A D A Y CALLED 2 . 4 9 8 A C R E S DOC. NO. 2 0 0 5 - 6 3 6 6 4 O.P.R.D. C . T . THE CHRI S T T H E G R E A T S H E P H E R D CHURCH CALLED 2 . 5 0 A C R E S DOC. NO. 1 9 9 3 - 4 3 2 1 9 O.P.R.D. C . T . DORWIN L E E S A R G E N T JR. CALL E D 5 . 5 0 7 ACRES VOL. 141 2 , P G . 3 8 3 O.P.R.D. C . T . HOLT TEX A S L T D . CALLED 3 0 . 9 6 A C R E S DOC. NO. 2 0 1 3 - 7 1 9 5 8 O.P.R.D. C . T . O H U O H U O H U O H U O H U (4 0 . 0 ' A S P H A L T S U R F A C E ) I- 3 5 S O U T H F R O N T A G E R O A D 20 ' B . L . P E R P L A T 16 ' U . E . P E R P L A T 10' B.L. & U.E. PER PLAT 20 ' B . L . & U . E . P E R P L A T 453813.1 Sq. Feet 10.418 Acres S 88°55'36" E 1234.21' S 0 1 ° 1 9 ' 3 4 " W 37 4 . 5 ' N 88°19'03" W 1232.54' N 0 1 ° 0 3 ' 3 6 " E 36 1 . 4 0 ' P.O.B. 1/2" IRF 1/2" IRF CIRS CIRS 10' B.L. & U.E. PER PLAT JOB NO. 22155-2 DATE: 09/06/2022 DRAWN BY: T.E.P. SCALE: 1" = 60' PAGE: 1 OF 1 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 TBPLS FIRM NO. 10048000 T E XA S I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS INDICATED. __________________________________________ J.E. THOMPSON II R.P.L.S. TEXAS REGISTRATION NO. 4857 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2020. ___________________________________ NOTARY PUBLIC, TEXAS VICINITY MAP (NOT TO SCALE) N BE L Z R O A D BELZ ROAD W. CHAPMAN ROAD (F.M. 455) ME T Z R O A D HW Y 3 5 SITE N 0'60'120' ( 1 INCH = 60 FEET ) LEGEND = PROPERTY CORNER = BENCHMARK = TELEPHONE/UTILITY RISER = BURIED CABLE MARKER = TELEPHONE MANHOLE = POWER/UTILITY POLE (TR/UR) (BCM) (TMH) (PP/UP) CM * FF MFCP WFCP ( ) = CONTROL MONUMENT = FINISHED FLOOR = METAL FENCE CORNER POST = WOOD FENCE CORNER POST = PLAT/DEED CALLS = BEARING BASIS = ASPHALT SURFACE = LIGHT POLE = GUY WIRE = ELECTRIC VAULT = ELECTRIC TRANSFORMER = WATER METER = WATER VALVE = FIRE HYDRANT = WATER MANHOLE = BURIED PIPELINE MARKER = GAS METER = GAS VALVE/TEST STATION = GAS WELL HEAD = PROPANE TANK = SEPTIC CLEANOUT = SEPTIC LID = SANITARY SEWER MANHOLE = STORM DRAIN MANHOLE = SIGN = FLAGPOLE = MAILBOX = ABSTRACT CORNER (LP) (GUY) (VLT) (TRAN) (WM) (WV) (FH) (WMH) (BPM) (GM) (GV/TS) (WH) (PT) (C/O) (SEPT) (SSMH) (SDMH) (SIGN) (FP) (MB) POB R.O.W. D.E. E.E. U.E. W.E. P.U.E. B.L. A.E. F.L.E. S.W.E. IRF CIRF CIRS PKF PKS S.S.E. = POINT OF BEGINNING = RIGHT-OF-WAY = DRAINAGE EASEMENT = ELECTRIC EASEMENT = UTILITY EASEMENT = WATER EASEMENT = PUBLIC UTILITY EASEMENT = BUILDING/SETBACK LINE = ACCESS EASEMENT = FIRELANE EASEMENT = SIDEWALK EASEMENT = IRON ROD FOUND = CAPPED IRON ROD FOUND = CAPPED IRON ROD SET = PK NAIL FOUND = PK NAIL SET = SANITARY SEWER EASEMENT = CONCRETE SURFACE = GRAVEL SURFACE EASEMENT LINES = DEED/LOT LINES = FENCE LINES = ADJOINER LINES = XX WATER LINE = SEWER LINE = GAS LINE = OVERHEAD UTILITY = ASPHALT ROAD = OHU ELECTRIC LINE = COMMUNICATIONS LINE =UC UC LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = GAS GAS SURVEYOR J.E. THOMPSON II ALL AMERICAN SURVEYING 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 OWNER M & G SANGER REAL ESTATE 4320 N INTERSTATE 35 GAINESVILLE, TX 76240 (972) 338-0344 GENERAL NOTES 1. FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 04/18/11 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN" AS SHOWN IN PANEL 0210 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 2.BEARING BASIS DERIVED FROM GPS OBSERVATIONS MADE ON THE GROUND. TEXAS NORTH CENTRAL NAD 83 (GRID). 3.THIS PROPERTY IS WITHIN THE CITY OF SANGER. 4.COORDINATES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM NAD 83 NORTH CENTRAL TEXAS ZONE AND G.P.S. OBSERVATIONS (GRID). 5.THIS PROPERTY IS NOT LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION. 6.ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT FREE OF FENCES, BUILDINGS, FOUNDATION, PLANTINGS AND OTHER OBSTRUCTIONS TO THE OPERATIONS AND MAINTENANCE OF THE DRAINAGE FACILITY. 7.BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 8.THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE PROPERTY WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 9.ELEVATION OF BENCHMARK IS BASED ON N.A.V.D. 88 VERTICAL DATUM. 10.THIS PROPERTY MAY BE SUBJECT TO CHANGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 11.NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 12.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 13.A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM DENTON COUNTY ROAD AND BRIDGE DEPARTMENT BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION, OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY. 14.NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION. 15.ALL PUBLIC IMPROVEMENTS AND DEDICATIONS SHALL BE FREE AND CLEAR OF ALL DEBT, LIENS, AND /OR ENCUMBRANCES . 16.ALL LOT CORNER SET WITH 1/2 INCH REBAR WITH PLASTIC CAP LABELED RPLS #4857. 17.CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 18.THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN ARE DEDICATED FOR THE PUBLIC USE FOREVER FOR THE PURPOSES INDICATED ON THE PLAT. 19.NO BUILDING, FENCES , TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTH SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS EASEMENTS APPROVED BY THE CITY OF SANGER. 20.THE CITY OF SANGER IS NOT RESPONSIBLE FOR REPLACING ANY IMPROVEMENTS IN, UNDER, OR OVER ANY EASEMENTS CAUSED BY MAINTENANCE OR REPAIR. 21.UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENTS LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY THE PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLICS AND THE CITY OF SANGER'S USE THEREOF. 22.THE CITY OF SANGER AND THE PUBLIC UTILITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDING, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAS ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN THE EASEMENTS. 23.THE CITY OF SANGER AND PUBLIC UTILITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING READING METERS AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. 24.ALL MODIFICATIONS TO THIS DOCUMENT SHALL BE BY MEANS OF THE PLAT AND APPROVED BY THE CITY OF SANGER. 25.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF ZONING DISTRICT. 26.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 27.THE PURPOSE OF THIS PLAT IS TO CREATE ONE COMMERCIAL LOT. APPROVED AND ACCEPTED ______________________________________________ MAYOR, CITY OF SANGER DATE ATTESTED BY: _______________________________________________ CITY SECRETARY, CITY OF SANGER DATE APPROVED BY THE PLANNING & ZONING COMMISSION ON THIS THE __________ DAY OF ____________, 20______ ___________________________________________________ CHAIRPERSON, PLANNING & ZONING COMMISSION ___________________________________________________ CITY SECRETARY OWNERS DEDICATION: WHEREAS M & G SANGER REAL ESTATE LLC IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUTATED IN THE HENRY TIERWESTER SURVEY, ABSTRACT NUMBER 1241, DENTON COUNTY, TEXAS AND BEING ALL OF A CALLED 10.42 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO M & G SANGER REAL ESTATE LLC AS RECORDED IN DOCUMENT NUMBER 2019-27076 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT A CAPPED IRON ROD SET FOR CORNER AT THE NORTHEAST CORNER OF SAID 10.42 ACRE TRACT, THE SOUTHEAST CORNER OF A CALLED 5.507 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO DORWIN LEE SARGENT JR. AS RECORDED IN VOLUME 1412, PAGE 383 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY TEXAS AND IN THE WEST RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 35; THENCE SOUTH 01 DEGREES 19 MINUTES 34 SECONDS WEST WITH SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 374.50 FEET TO A CAPPED IRON ROD SET FOR CORNER AT THE SOUTHEAST CORNER OF SAID 10.42 ACRE TRACT AND THE NORTHEAST CORNER OF A CALLED 30.96 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO HOLT TEXAS LTD. AS RECORDED IN DOCUMENT NUMBER 2013-71958 OF SAID REAL PROPERTY RECORDS; THENCE NORTH 88 DEGREES 19 MINUTES 03 SECONDS WEST WITH THE SOUTH LINE OF SAID 10.42 ACRE TRACT AND THE NORTH LINE OF SAID 30.96 ACRE TRACT A DISTANCE OF 1232.54 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER AT THE NORTHWEST CORNER OF SAID 30.96 ACRE TRACT AND IN THE EAST LINE OF A CALLED 50 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO PAC GROUP LTD. AS RECORDED IN DOCUMENT NUMBER 2001-071869 OF SAID REAL PROPERTY RECORDS; THENCE NORTH 01 DEGREES 03 MINUTES 36 SECONDS EAST WITH THE EAST LINE OF SAID 50 ACRE TRACT A DISTANCE OF 361.40 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER AT THE NORTHEAST CORNER OF SAID 50 ACRE TRACT AND THE SOUTHWEST CORNER OF A 2.501 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO DANIEL R. WOLFE AND BRIANNA L. WOLFE AS RECORDED IN DOCUMENT NUMBER 2021-21494 OF SAID REAL PROPERTY RECORDS; THENCE SOUTH 88 DEGREES 55 MINUTES 36 SECONDS EAST A DISTANCE OF 1234.21 FEET TO THE PLACE OF BEGINNING AND CONTAINING 10.418 ACRES OF LAND, MORE OR LESS. NOW, THEREFORE , KNOW ALL PERSONS BY THESE PRESENTS: THAT M & G SANGER REAL ESTATE LLC., THROUGH ITS DUALLY SWORN REPRESENTATIVE, GLENN POLK, DOES HEREBY ADOPT THIS MINOR PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS SANGER GLENN POLK ADDITION, AN ADDITION TO CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS, THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREE THAT HE/SHE SHALL MAINTAIN ALL EASEMENTS AD FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL AT ALL TIMES IN ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDING, FENCES, TREES SHRUBS, OR OTHER IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITIES SHALL HAVE THE RIGHT TO ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. WITNESS MY HAND THIS______________DAY OF______________,20_______. _____________________________________________________, M & G SANGER REAL ESTATE LLC. STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, THE UNDERSIGNED NOTARY IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED A REPRESENTATIVE OF M & G REAL ESTATE, KNOWN TO ME TO BE THE PERSON, WHOSE NAME IS SUBSCRIBED TO THE FORGOING INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE THIS ____________ DAY OF __________________ 2020. ____________________________________ NOTARY PUBLIC IN THE STATE OF TEXAS. MY COMMISSION EXPIRES _______________________. ____________________________________________________, GLENN POLK (REPRESENTATIVE) STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, THE UNDERSIGNED NOTARY IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED GLENN POLK, KNOWN TO ME TO BE THE PERSON, WHOSE NAME IS SUBSCRIBED TO THE FORGOING INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE THIS ____________ DAY OF __________________ 2020. ____________________________________ NOTARY PUBLIC IN THE STATE OF TEXAS. MINOR PLAT GLENN POLK ADDITION 10.418 ACRES IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 46 Item 4. 47 Item 4. 48 Item 4. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 09/27/2022 1st REVIEW COMMENTS – Final Plat (Glenn Polk Addition) Request is for a Final Plat of the Glenn Polk Addition, being approximately 10.418 acres, prepared by All American Surveying, submitted on 09/14/2022. Below are the comments that should be addressed prior to City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Show centerline of existing streets. Dimensions from centerline to edges of the existing and proposed right-of-way. 2. Provide lot and block number and include in title block. 3. Provide acreage of right-of-way being dedicated if any. 4. Clean up notes section. Several notes refer to Denton County. Be sure to include all of the City of Sanger notes from checklist. 5. Provide name address and phone number of all utility providers. 6. Per engineering please change plat to preliminary plat. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday October 10, 2022, and for City Council meeting on Monday November 7, 2022. 49 Item 4. 3803 Parkwood Blvd. Suite 800 Frisco, Texas 75034 (214) 618-4570 Fax (214) 739-0095 September 27, 2022 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Glenn Polk Addition – Minor Plat First Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a first review of the Minor Plat for the Glenn Polk Addition located at 1405 N. Stemmons Street. The property is located within the City of Sanger limits. The letter of intent states this is a submittal of a minor plat and building plans will follow as soon as pratical. The minor plat was prepared by All American Surveying and is dated September 6, 2022. The City of Sanger does not have an ordinance for “Minor Plat”. The nature of the proposed improvements will require this to be reviewed as a Preliminary Plat. A preliminary review of the document was performed and the following general comments apply: 1. Change Plat from “Minor Plat” to “Preliminary Plat”. 2. Coordinate with TxDOT proposed improvements. (CSJ:0195-02-074) 3. General requirements of Section 10.104 (c) Preliminary Plat shall be followed. 4. Ordinance requires “"Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD'83)" 5. Provide 25’ Building Line along I-35. 6. Provide preliminary plans providing the following information at a minimum: a. Preliminary Plat b. Demolition Plan c. Grading Plan d. Existing and Proposed Drainage Area Map e. Existing and Proposed drainage calculations f. Downstream assessment g. Existing utilities h. Proposed Utility improvements 50 Item 4. Ms. Ramie Hammonds September 27, 2022 Page 2 of 2 i. Fire protection and fire lanes j. Site Layout with geometrics and parking shown. k. Erosion control l. Landscaping Plan The Engineer/Owner shall revise the plans to address the above-stated comments. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7480. Sincerely, HALFF ASSOCIATES, INC. TBPELS Firm No. 312 Steven D. Templer, P.E. Attachments: markups 51 Item 4. XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X O H U O H U OHU OHU OHU O H U O H U O H U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU M & G SANGER REAL ESTATE, LLC, CALLED 10.42 ACRES DOC. NO. 2019-27076 O.P.R.D.C.T. HENRY TI E R W E S T E R S U R V E Y ABSTRACT N O . 1 2 4 1 PAC GROU P , L T D . CALLED 5 0 A C R E S DOC. NO. 2 0 0 1 - 0 7 1 8 6 9 O.P.R.D. C . T . DANIEL R . W O L F E & B R I A N N A L . W O L F E CALLED 2 . 5 0 1 A C R E S DOC. NO. 2 0 2 1 - 2 1 4 9 4 O.P.R.D. C . T . JAMES F. J O N E S & Y O L A N D A M . J O N E S CALLED 2 . 4 9 7 A C R E S DOC. NO. 2 0 1 4 - 3 7 0 1 6 O.P.R.D. C . T . JORGE CA S T I L L O CALLED 2 . 5 0 A C R E S DOC. NO. 2 0 2 2 - 1 5 0 7 2 O.P.R.D. C . T . JOHN D. C A S S A D A Y A N D W I F E , MELISSA N . C A S S A D A Y CALLED 2 . 4 9 8 A C R E S DOC. NO. 2 0 0 5 - 6 3 6 6 4 O.P.R.D. C . T . THE CHRI S T T H E G R E A T S H E P H E R D CHURCH CALLED 2 . 5 0 A C R E S DOC. NO. 1 9 9 3 - 4 3 2 1 9 O.P.R.D. C . T . DORWIN L E E S A R G E N T JR. CALL E D 5 . 5 0 7 ACRES VOL. 141 2 , P G . 3 8 3 O.P.R.D. C . T . HOLT TEX A S L T D . CALLED 3 0 . 9 6 A C R E S DOC. NO. 2 0 1 3 - 7 1 9 5 8 O.P.R.D. C . T . O H U O H U O H U O H U O H U (4 0 . 0 ' A S P H A L T S U R F A C E ) I- 3 5 S O U T H F R O N T A G E R O A D 20 ' B . L . P E R P L A T 16 ' U . E . P E R P L A T 10' B.L. & U.E. PER PLAT 20 ' B . L . & U . E . P E R P L A T 453813.1 Sq. Feet 10.418 Acres S 88°55'36" E 1234.21' S 0 1 ° 1 9 ' 3 4 " W 37 4 . 5 ' N 88°19'03" W 1232.54' N 0 1 ° 0 3 ' 3 6 " E 36 1 . 4 0 ' P.O.B. 1/2" IRF 1/2" IRF CIRS CIRS 10' B.L. & U.E. PER PLAT JOB NO. 22155-2 DATE: 09/06/2022 DRAWN BY: T.E.P. SCALE: 1" = 60' PAGE: 1 OF 1 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 TBPLS FIRM NO. 10048000 T E XA S I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS INDICATED. __________________________________________ J.E. THOMPSON II R.P.L.S. TEXAS REGISTRATION NO. 4857 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2020. ___________________________________ NOTARY PUBLIC, TEXAS VICINITY MAP (NOT TO SCALE) N BE L Z R O A D BELZ ROAD W. CHAPMAN ROAD (F.M. 455) ME T Z R O A D HW Y 3 5 SITE N 0'60'120' ( 1 INCH = 60 FEET ) LEGEND = PROPERTY CORNER = BENCHMARK = TELEPHONE/UTILITY RISER = BURIED CABLE MARKER = TELEPHONE MANHOLE = POWER/UTILITY POLE (TR/UR) (BCM) (TMH) (PP/UP) CM * FF MFCP WFCP ( ) = CONTROL MONUMENT = FINISHED FLOOR = METAL FENCE CORNER POST = WOOD FENCE CORNER POST = PLAT/DEED CALLS = BEARING BASIS = ASPHALT SURFACE = LIGHT POLE = GUY WIRE = ELECTRIC VAULT = ELECTRIC TRANSFORMER = WATER METER = WATER VALVE = FIRE HYDRANT = WATER MANHOLE = BURIED PIPELINE MARKER = GAS METER = GAS VALVE/TEST STATION = GAS WELL HEAD = PROPANE TANK = SEPTIC CLEANOUT = SEPTIC LID = SANITARY SEWER MANHOLE = STORM DRAIN MANHOLE = SIGN = FLAGPOLE = MAILBOX = ABSTRACT CORNER (LP) (GUY) (VLT) (TRAN) (WM) (WV) (FH) (WMH) (BPM) (GM) (GV/TS) (WH) (PT) (C/O) (SEPT) (SSMH) (SDMH) (SIGN) (FP) (MB) POB R.O.W. D.E. E.E. U.E. W.E. P.U.E. B.L. A.E. F.L.E. S.W.E. IRF CIRF CIRS PKF PKS S.S.E. = POINT OF BEGINNING = RIGHT-OF-WAY = DRAINAGE EASEMENT = ELECTRIC EASEMENT = UTILITY EASEMENT = WATER EASEMENT = PUBLIC UTILITY EASEMENT = BUILDING/SETBACK LINE = ACCESS EASEMENT = FIRELANE EASEMENT = SIDEWALK EASEMENT = IRON ROD FOUND = CAPPED IRON ROD FOUND = CAPPED IRON ROD SET = PK NAIL FOUND = PK NAIL SET = SANITARY SEWER EASEMENT = CONCRETE SURFACE = GRAVEL SURFACE EASEMENT LINES = DEED/LOT LINES = FENCE LINES = ADJOINER LINES = XX WATER LINE = SEWER LINE = GAS LINE = OVERHEAD UTILITY = ASPHALT ROAD = OHU ELECTRIC LINE = COMMUNICATIONS LINE =UC UC LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = GAS GAS SURVEYOR J.E. THOMPSON II ALL AMERICAN SURVEYING 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 OWNER M & G SANGER REAL ESTATE 4320 N INTERSTATE 35 GAINESVILLE, TX 76240 (972) 338-0344 GENERAL NOTES 1. FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 04/18/11 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN" AS SHOWN IN PANEL 0210 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 2.BEARING BASIS DERIVED FROM GPS OBSERVATIONS MADE ON THE GROUND. TEXAS NORTH CENTRAL NAD 83 (GRID). 3.THIS PROPERTY IS WITHIN THE CITY OF SANGER. 4.COORDINATES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM NAD 83 NORTH CENTRAL TEXAS ZONE AND G.P.S. OBSERVATIONS (GRID). 5.THIS PROPERTY IS NOT LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION. 6.ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT FREE OF FENCES, BUILDINGS, FOUNDATION, PLANTINGS AND OTHER OBSTRUCTIONS TO THE OPERATIONS AND MAINTENANCE OF THE DRAINAGE FACILITY. 7.BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 8.THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE PROPERTY WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 9.ELEVATION OF BENCHMARK IS BASED ON N.A.V.D. 88 VERTICAL DATUM. 10.THIS PROPERTY MAY BE SUBJECT TO CHANGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 11.NOTICE - SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 12.THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 13.A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM DENTON COUNTY ROAD AND BRIDGE DEPARTMENT BY THE OWNER OF EACH LOT PRIOR TO THE CONSTRUCTION, INSTALLATION, OR PLACEMENT OF ANY DRIVEWAY ACCESS IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY. 14.NO CONSTRUCTION, WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 100-YEAR FLOOD ELEVATION. 15.ALL PUBLIC IMPROVEMENTS AND DEDICATIONS SHALL BE FREE AND CLEAR OF ALL DEBT, LIENS, AND /OR ENCUMBRANCES . 16.ALL LOT CORNER SET WITH 1/2 INCH REBAR WITH PLASTIC CAP LABELED RPLS #4857. 17.CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONERS COURT APPROVAL SHALL BE SUBJECT TO TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS. 18.THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN ARE DEDICATED FOR THE PUBLIC USE FOREVER FOR THE PURPOSES INDICATED ON THE PLAT. 19.NO BUILDING, FENCES , TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTH SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS EASEMENTS APPROVED BY THE CITY OF SANGER. 20.THE CITY OF SANGER IS NOT RESPONSIBLE FOR REPLACING ANY IMPROVEMENTS IN, UNDER, OR OVER ANY EASEMENTS CAUSED BY MAINTENANCE OR REPAIR. 21.UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENTS LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY THE PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLICS AND THE CITY OF SANGER'S USE THEREOF. 22.THE CITY OF SANGER AND THE PUBLIC UTILITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDING, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAS ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN THE EASEMENTS. 23.THE CITY OF SANGER AND PUBLIC UTILITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING READING METERS AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. 24.ALL MODIFICATIONS TO THIS DOCUMENT SHALL BE BY MEANS OF THE PLAT AND APPROVED BY THE CITY OF SANGER. 25.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF ZONING DISTRICT. 26.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 27.THE PURPOSE OF THIS PLAT IS TO CREATE ONE COMMERCIAL LOT. APPROVED AND ACCEPTED ______________________________________________ MAYOR, CITY OF SANGER DATE ATTESTED BY: _______________________________________________ CITY SECRETARY, CITY OF SANGER DATE APPROVED BY THE PLANNING & ZONING COMMISSION ON THIS THE __________ DAY OF ____________, 20______ ___________________________________________________ CHAIRPERSON, PLANNING & ZONING COMMISSION ___________________________________________________ CITY SECRETARY OWNERS DEDICATION: WHEREAS M & G SANGER REAL ESTATE LLC IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUTATED IN THE HENRY TIERWESTER SURVEY, ABSTRACT NUMBER 1241, DENTON COUNTY, TEXAS AND BEING ALL OF A CALLED 10.42 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO M & G SANGER REAL ESTATE LLC AS RECORDED IN DOCUMENT NUMBER 2019-27076 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT A CAPPED IRON ROD SET FOR CORNER AT THE NORTHEAST CORNER OF SAID 10.42 ACRE TRACT, THE SOUTHEAST CORNER OF A CALLED 5.507 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO DORWIN LEE SARGENT JR. AS RECORDED IN VOLUME 1412, PAGE 383 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY TEXAS AND IN THE WEST RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 35; THENCE SOUTH 01 DEGREES 19 MINUTES 34 SECONDS WEST WITH SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 374.50 FEET TO A CAPPED IRON ROD SET FOR CORNER AT THE SOUTHEAST CORNER OF SAID 10.42 ACRE TRACT AND THE NORTHEAST CORNER OF A CALLED 30.96 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO HOLT TEXAS LTD. AS RECORDED IN DOCUMENT NUMBER 2013-71958 OF SAID REAL PROPERTY RECORDS; THENCE NORTH 88 DEGREES 19 MINUTES 03 SECONDS WEST WITH THE SOUTH LINE OF SAID 10.42 ACRE TRACT AND THE NORTH LINE OF SAID 30.96 ACRE TRACT A DISTANCE OF 1232.54 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER AT THE NORTHWEST CORNER OF SAID 30.96 ACRE TRACT AND IN THE EAST LINE OF A CALLED 50 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO PAC GROUP LTD. AS RECORDED IN DOCUMENT NUMBER 2001-071869 OF SAID REAL PROPERTY RECORDS; THENCE NORTH 01 DEGREES 03 MINUTES 36 SECONDS EAST WITH THE EAST LINE OF SAID 50 ACRE TRACT A DISTANCE OF 361.40 FEET TO A 1/2 INCH IRON ROD FOUND FOR CORNER AT THE NORTHEAST CORNER OF SAID 50 ACRE TRACT AND THE SOUTHWEST CORNER OF A 2.501 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO DANIEL R. WOLFE AND BRIANNA L. WOLFE AS RECORDED IN DOCUMENT NUMBER 2021-21494 OF SAID REAL PROPERTY RECORDS; THENCE SOUTH 88 DEGREES 55 MINUTES 36 SECONDS EAST A DISTANCE OF 1234.21 FEET TO THE PLACE OF BEGINNING AND CONTAINING 10.418 ACRES OF LAND, MORE OR LESS. NOW, THEREFORE , KNOW ALL PERSONS BY THESE PRESENTS: THAT M & G SANGER REAL ESTATE LLC., THROUGH ITS DUALLY SWORN REPRESENTATIVE, GLENN POLK, DOES HEREBY ADOPT THIS MINOR PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS SANGER GLENN POLK ADDITION, AN ADDITION TO CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS, THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREE THAT HE/SHE SHALL MAINTAIN ALL EASEMENTS AD FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL AT ALL TIMES IN ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDING, FENCES, TREES SHRUBS, OR OTHER IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITIES SHALL HAVE THE RIGHT TO ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. WITNESS MY HAND THIS______________DAY OF______________,20_______. _____________________________________________________, M & G SANGER REAL ESTATE LLC. STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, THE UNDERSIGNED NOTARY IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED A REPRESENTATIVE OF M & G REAL ESTATE, KNOWN TO ME TO BE THE PERSON, WHOSE NAME IS SUBSCRIBED TO THE FORGOING INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE THIS ____________ DAY OF __________________ 2020. ____________________________________ NOTARY PUBLIC IN THE STATE OF TEXAS. MY COMMISSION EXPIRES _______________________. ____________________________________________________, GLENN POLK (REPRESENTATIVE) STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, THE UNDERSIGNED NOTARY IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED GLENN POLK, KNOWN TO ME TO BE THE PERSON, WHOSE NAME IS SUBSCRIBED TO THE FORGOING INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE THIS ____________ DAY OF __________________ 2020. ____________________________________ NOTARY PUBLIC IN THE STATE OF TEXAS. MINOR PLAT GLENN POLK ADDITION 10.418 ACRES IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 52 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: October 10, 2022 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Preliminary Plat of lots 1-23 and lots 1X and 2X Block A of Palomino Bay Addition, being 54.34 acres, located in the City of Sanger’s ETJ, and generally located on the west side of Jones Road approximately 782 feet north of the intersection of FM 1190 and Jones Road. SUMMARY:  The applicant is proposing to create 23 single family lots and 2 open space lots.  The lots will range in size from 2.0 acres to 2.687 acres.  The applicant is dedicating 0.432 acres of right-of-way for Jones Road.  The development will be a gated community.  Each lot will have a minimum 125 feet of width at the front building line.  The development meets the Lake Ray Roberts Zoning designation of R-2.  The properties will have onsite septic and individual water wells. CoServ will provide the electric.  The property is located in the City of Sanger’s ETJ. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 53 Item 5. Denton County Landmark Map Legend Notes See web site for license constraints. 0 1000 2000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user.https://gis.dentoncounty.gov 10/4/2022 10:22:36 PM 54 Item 5. 55 Item 5. 56 Item 5. 57 Item 5. 58 Item 5. 59 Item 5. 60 Item 5. 61 Item 5. 62 Item 5. 63 Item 5. 64 Item 5. 65 Item 5. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 09/27/2022 1st REVIEW COMMENTS – Final Plat (Palomino Bay Addition) Request is for a Preliminary Plat of the Palomino Bay Addition, being approximately 54.34 acres, prepared by KAZ Surveying, submitted on 09/14/2022. Below are the comments that should be addressed prior to City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. List total number of lots in title block. 2. List right-of-way acreage being dedicated in title block. 3. Show USPS postmaster approved location for cluster mailboxes. If not using cluster mailboxes show postmaster approval. 4. Rename streets Lake Side and Lake View. Sanger currently already has a Lakeside and Lakeview. 5. Provide name address and phone number of all utility providers. Informational Comments 1. The property is within the City of Sanger’s ETJ. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday October 10, 2022, and for City Council meeting on Monday November 7, 2022. 66 Item 5. 3803 Parkwood Blvd. Suite 800 Frisco, Texas 75034 (214) 618-4570 Fax (214) 739-0095 September 29, 2022 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Palomino Bay – Preliminary Plat First Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a first review of the Preliminary Plat for Palomino Bay located north of FM 1190 off of Jones Road. The property is located inside the City of Sanger ETJ and within Lake Ray Roberts jurisdiction. The proposed improvements are for a 23-lot gated community with private streets, septic systems, and individual water wells. The preliminary plat was prepared by KAZ Surveying and is dated September 6, 2022. The preliminary civil plans were prepared by Eikon Consulting Group and is dated September 14, 2022 A preliminary review of the plat and plans was performed, and the following comments apply: General Comments: 1. Water well a. Analysis must be performed by a professional hydrogeologist and a report furnished to the city demonstrating that there will be no impacts to any public or private wells within one (1) mile of the proposed well. b. Attach to the plat a statement prepared by an engineer registered to practice in the State of Texas which certifies that adequate groundwater is available for the subdivision. Plat Comments: 1. Ordinance does not say the 30' B.L. can be split between lots. This should be 30' from the Lot line. 67 Item 5. Ms. Ramie Hammonds September 29, 2022 Page 2 of 2 Plan Comments: C.03 – Site Plan II 1. Define this area. C.05 – Grading Plan I 1. 3' drop from proposed contours to existing. How is this going to be graded out? C.06– Grading Plan II 1. Grading appears to be incomplete. Proposed contour elevations not tying into the proper existing contour elevations. 2. Define the shading. It does not appear to match the contours. 3. Show location of gate. All entry gates must be setback a minimum of 100 ft from any adjacent public street right-of-way to allow for vehicle stacking out of the public travel lanes. 4. C.07– Road Cross Sections 1. City requires trapezoidal ditches. 2. Provide a minimum 2' grassed shoulder on each side before the side slope for the ditch begins. The Engineer/Owner shall revise the plans to address the above-stated comments. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7480. Sincerely, HALFF ASSOCIATES, INC. TBPELS Firm No. 312 Steven D. Templer, P.E. Attachments: markups 68 Item 5. Ordinance does not say the 30' B.L. can be split between lots. This should be 30' from the Lot line. 69 Item 5. R50.00 ' R50 . 0 0 ' LAKESIDE DR LA K E S I D E D R LAKEVIEW D R FM 455 W F M 4 5 5 E UNION HILL PROJECT SITE JO N E S R D FM 11 9 0 FM 2 1 6 4 VICINITY MAP SCALE: 1" = 2000' PRELIMINARY PLANS FOR PALOMINO BAY DENTON COUNTY, TEXAS SEPTEMBER, 2022 SURVEYOR KAZ SURVEYING 1720 WESTMINSTER ST DENTON, TX 76205 PHONE: (940) - 382-3446 FRN: 10002100 EIKON CONSULTING GROUP 1405 WEST CHAPMAN DRIVE SANGER, TX 76266 PHONE: 940-458-7503 TEXAS FIRM F-12759 ENGINEER DEVELOPER/OWNER MR. CLINT BAKER WESTWOOD REAL ESTATE DEVELOPMENT 1000 TEXAN TRAIL GRAPEVINE, TEXAS 76051 (817) - 416-4843 SHEET INDEX ON - SITE CONSTRUCTION C-01 COVER SHEET C-02 SITE PLAN I C-03 SITE PLAN II C-04 EXISTING DRAINAGE AREA MAP C-05 GRADING PLAN I C-06 GRADING PLAN II C-07 ROAD CROSS SECTIONS Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S 70 Item 5. 28.00 ' 60.00 ' ROW 2 8 . 0 0 ' 2 8 . 0 0 ' 6 0 . 0 0 ' R O W R60. 0 0 ' Property : 28 Area : 1830743.15 Property : 31 Area : 218828.46 R50. 0 0 ' L A K E S I D E D R LAKE V I E W D R N 2 9 ° 5 6 ' 5 2 " E 5 6 4 . 1 8 ' N 82°29'54" E 6 1 4 . 6 3 ' N 88°27'46" W 2495.64' 1/2 " F I R / C A P 1 / 2 " F I R / C A P 1 / 2 " F I R 1 / 2 " F I R 6 " P S T W REMAINDER OF A TRACT OF LAND DESCRIBED IN A DEED TO HWY 377 PARTNERS, LTD. INST. NO. 2005-128287 R.P.R.D.C.T. N 89°14'28" E 344.90' N 3 1 ° 1 9 ' 5 0 " E 3 6 3 . 5 2 ' S 2 8 ° 5 2 ' 5 8 " W (N 2 8 ° 5 2 ' 5 8 " E 5 6 3 . 7 8 ' ) (N 89°25'32" E 345.09') (N 3 1 ° 1 8 ' 0 6 " E 3 6 3 . 6 5 ' ) (N 82°31'01" E 6 1 3 . 8 6 ' ) (N 88°28'17" W) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4" PST W LAKE RAY ROBERTS A TRACT OF LAND DESCRIBED AS USA TRACT NO. 521-2 VOLUME 6, PAGE 139 L.P.R.D.C.T. N 0 1 ° 3 1 ' 3 8 " E 66 . 9 3 ' N 2 9 ° 4 7 ' 1 3 " E 2 9 1 . 1 3 ' SITE PLAN I C-02 70'35'70'0 SCALE: 1" =70' PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY PROPOSED EASEMENT PROPOSED ROAD LEGEND MATCH LINE MA T C H L I N E S E E S H E E T C - 0 3 Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S KEY MAP N.T.S. Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S 71 Item 5. 28 . 0 0 ' 60 . 0 0 ' RO W 26 . 0 0 ' 15 . 0 0 ' 26 . 0 0 ' 28 . 0 0 ' 60 . 0 0 ' RO W 6 0 . 0 0 ' R O W R6 0 . 0 0 ' Property : 29 Area : 18815.77 Property : 30 Area : 18089.43 LAKE RAY ROBERTS A TRACT OF LAND DESCRIBED AS USA TRACT NO. 521-1 VOLUME 6, PAGE 139 L.P.R.D.C.T. R5 0 . 0 0 ' LAKESIDE DR N 75°07 ' 1 1 " E 8 4 5 . 8 9 ' S 88°20'22" E 380.72' S 2 6 ° 2 1 ' 5 8 " W 9 3 6 . 2 6 ' S 6 3 ° 2 8 ' 2 7 " E 5 3 9 . 8 6 ' S 0 1 ° 3 3 ' 0 2 " W 6 3 1 . 6 1 ' N 88°27'34" W 466.92'POB MAG 1/2 " F I R / C A P "R P L S 4 8 5 7 " 1/ 2 " F I R 1 / 2 " F I R 1/2" F I R 1/2" F I R / C A P 10 0 D N L F MAG N 3 2 ° 3 6 ' 4 3 " E 2 6 4 . 1 8 ' (N 3 2 ° 3 6 ' 5 1 " E 2 6 4 . 1 8 ' ) (S 2 6 ° 2 1 ' 4 5 " W 9 3 5 . 0 8 ' ) (S 6 3 ° 3 9 ' 4 5 " E 5 3 9 . 8 2 ' ) (N 75°1 7 ' 1 0 " E 8 4 5 . 7 8 ' ) (S 0 1 ° 4 1 ' 5 3 " W 6 3 0 . 7 3 ' ) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / JO N E S R O A D AS P H A L T • • • • • • • • • • • • • • • • • OH U OH U OH U OH U SITE PLAN II C-03 Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY PROPOSED EASEMENT PROPOSED ROAD LEGEND MATCH LINE KEY MAP N.T.S. 70'35'70 0 SCALE: 1" =70' Define this area. 72 Item 5. // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / JO N E S R O A D AS P H A L T FARM T O M A R K E T R O A D 1 1 9 0 • • • • • • • • OH U OH U LAKE RAY ROBERTS LAKE RAY ROBERTS DA-1 4.00 AC. 0.3 OFS-1 4.58 AC. 0.3 OFS-2 2.85 AC. 0.3 DA-4 16.09 AC. 0.3 OFS-3 7.11 AC. 0.3 OFS-4 13.05 AC. 0.3 DA-5 8.30 AC. 0.3 DA-2 15.09 AC. 0.3 A B C D E F DA-3 5.20 ACRE DA-6 5.64 ACRE DRAINAGE PLAN C-04 EXISTING SITE STORM RUNOFF ANALYSIS Project:PALOMINO BAY Designed By:MD Location:DENTON COUNTY Design Firm:KJE Outfall X DA-01 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 4.20 0.30 5.17 Area:4.11 acres 2 4.20 0.30 5.17 Tc:15.00 min 5 5.28 0.30 6.50 10 6.28 0.30 7.73 25 7.68 0.30 9.45 50 8.84 0.30 10.88 100 10.04 0.30 12.36 DA-2 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 4.20 0.30 18.88 Area:14.99 acres 2 4.20 0.30 18.88 Tc:15.00 min 5 5.28 0.30 23.74 10 6.28 0.30 28.24 25 7.68 0.30 34.53 50 8.84 0.30 39.75 100 10.04 0.30 45.14 DA-3 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 3.77 0.30 7.53 Area:5.31 acres 2 3.77 0.30 7.53 Tc:20.14 min 5 4.75 0.30 9.48 10 5.63 0.30 11.24 25 6.89 0.30 13.74 50 7.92 0.30 15.80 100 8.99 0.30 17.95 DA-4 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 4.20 0.30 18.34 Area:15.91 acres 2 4.20 0.30 18.34 Tc:15.00 min 5 5.28 0.30 23.05 10 6.28 0.30 27.42 25 7.68 0.30 33.54 50 8.84 0.30 38.60 100 10.04 0.30 43.84 DA-5 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 4.20 0.30 10.49 Area:8.33 acres 2 4.20 0.30 10.49 Tc:15.00 min 5 5.28 0.30 13.18 10 6.28 0.30 15.68 25 7.68 0.30 19.18 50 8.84 0.30 22.08 100 10.04 0.30 25.07 DA-6 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 4.14 0.30 7.08 Area:5.70 acres 2 4.14 0.30 7.08 Tc:15.67 min 5 5.21 0.30 8.90 10 6.19 0.30 10.59 25 7.57 0.30 12.95 50 8.71 0.30 14.90 100 9.90 0.30 16.92 OFS-1 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 3.79 0.30 4.52 Area:4.60 acres 2 3.79 0.30 4.52 Tc:19.89 min 5 4.77 0.30 5.69 10 5.66 0.30 6.75 25 6.92 0.30 8.26 50 7.96 0.30 9.50 100 9.04 0.30 10.79 OFS-2 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 3.72 0.30 3.88 Area:2.85 acres 2 3.72 0.30 3.88 Tc:20.70 min 5 4.69 0.30 4.88 10 5.56 0.30 5.79 25 6.80 0.30 7.08 50 7.82 0.30 8.14 100 8.88 0.30 9.25 OFS-3 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 3.56 0.30 7.69 Area:7.20 acres 2 3.56 0.30 7.69 Tc:22.67 min 5 4.49 0.30 9.69 10 5.31 0.30 11.48 25 6.50 0.30 14.03 50 7.46 0.30 16.12 100 8.48 0.30 18.31 OFS-4 Rain Frequency Intensity (in/hr)C Runoff (cfs) Flow Calculation 1 3.92 0.30 15.36 Area:13.03 acres 2 3.92 0.30 15.36 Tc:18.27 min 5 4.94 0.30 19.33 10 5.86 0.30 22.95 25 7.17 0.30 28.06 50 8.25 0.30 32.27 100 9.37 0.30 36.66 PROPERTY BOUNDARY LEGEND EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE DRAINAGE BOUNDARY LINE DRAINAGE FLOW PATH A B C A- DRAINAGE AREA B - BASIN AREA C - COEFFICENT DRAINAGE FLOW ARROW OUTFALLA Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S 73 Item 5. R50. 0 0 ' L A K E S I D E D R LAKE V I E W D R N 2 9 ° 5 6 ' 5 2 " E 5 6 4 . 1 8 ' N 82°29'54" E 6 1 4 . 6 3 ' N 88°27'46" W 2495.64' REMAINDER OF A TRACT OF LAND DESCRIBED IN A DEED TO HWY 377 PARTNERS, LTD. INST. NO. 2005-128287 R.P.R.D.C.T. N 89°14'28" E 344.90' N 3 1 ° 1 9 ' 5 0 " E 3 6 3 . 5 2 ' S 2 8 ° 5 2 ' 5 8 " W (N 2 8 ° 5 2 ' 5 8 " E 5 6 3 . 7 8 ' ) (N 89°25'32" E 345.09') (N 3 1 ° 1 8 ' 0 6 " E 3 6 3 . 6 5 ' ) (N 82°31'01" E 6 1 3 . 8 6 ' ) (N 88°28'17" W) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LAKE RAY ROBERTS USA TRACT 521E FLOWAGE EASEMENT USA TRACT 506E A TRACT OF LAND DESCRIBED AS USA TRACT NO. 521-2 VOLUME 6, PAGE 139 L.P.R.D.C.T. N 0 1 ° 3 1 ' 3 8 " E 66 . 9 3 ' N 2 9 ° 4 7 ' 1 3 " E 2 9 1 . 1 3 ' 652651650649648647 648 649 650 651 652 653 654 655656 657 658 65 9 6 6 0 6 6 1 66 2 6 6 3 6 6 4 665 666 667 668 6 6 9 67 0 671 667 666 665 664 663 66 2 66 1 6 6 0 6 5 9 672 671 670 669 668 667 666 665 6 6 4 6 6 2 6 6 3 6 6 1 6 6 0 6 5 9 6 5 8 657 656 655 654 653 652 65 1 65 0 649 648 647 646 661 662 663 65 5 656 65 7 65 8 65 9 66 0 66 1 66 2 66 3 665 66 4 66 6 66 7 66 8 669 670 4 . 9 6 % 0 . 8 9 % 2 . 0 2 % 2 . 8 6 % 3 . 7 9 % 1 . 9 5 % 0.61% 1.4 8 % 1 . 2 8 % 1 . 1 2 % 1.75% 1.98% 2.38 % 661 656 658 659 660 661 662 663 664 666 665 66 1 66 0 65 9 65 8 657 658 65 9 660 GRADING PLAN I C-05 MA T C H L I N E S E E S H E E T C - 0 6 70'35'70'0 SCALE: 1" =70' PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY PROPOSED EASEMENT PROPOSED ROAD LEGEND MATCH LINE Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S KEY MAP N.T.S. Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S PROPOSED CONTOUR580 EXISTING CONTOUR580 3' drop from proposed contours to existing. How is this going to be graded out? 74 Item 5. R5 0 . 0 0 ' LAKESIDE DR N 75°07 ' 1 1 " E 8 4 5 . 8 9 ' S 88°20'22" E 380.72' S 2 6 ° 2 1 ' 5 8 " W 9 3 6 . 2 6 ' S 6 3 ° 2 8 ' 2 7 " E 5 3 9 . 8 6 ' S 0 1 ° 3 3 ' 0 2 " W 6 3 1 . 6 1 ' N 88°27'34" W 466.92' N 3 2 ° 3 6 ' 4 3 " E 2 6 4 . 1 8 ' (N 3 2 ° 3 6 ' 5 1 " E 2 6 4 . 1 8 ' ) (S 88°23'06" E 380.36') (S 2 6 ° 2 1 ' 4 5 " W 9 3 5 . 0 8 ' ) (S 6 3 ° 3 9 ' 4 5 " E 5 3 9 . 8 2 ' ) (N 75°1 7 ' 1 0 " E 8 4 5 . 7 8 ' ) (S 0 1 ° 4 1 ' 5 3 " W 6 3 0 . 7 3 ' ) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / LAKE RAY ROBERTS A TRACT OF LAND DESCRIBED AS USA TRACT NO. 521-1 VOLUME 6, PAGE 139 L.P.R.D.C.T. 64 0 64 1 64 2 64 3 64 4 64 564 664 7 64 8 64 9 65 0 651 65 2 65 3 654 655 65 6 657 658 659 6 6 0 65 9 65 865 7 65 6 65 5 65 4 653 652 65 8 6 5 7 6 5 6 655 654 653 652 651 650 6 4 9 64 8 6 4 7 6 4 6 6 4 5 64 4 64 3 64 2 64 1 64 0 63 9 6 3 8 63 7 6 3 6 6 3 5 634 633 6 3 2 6 3 1 6 3 0 6 2 9 62 8 62 7 6 2 6 6 2 3 639 63 8 63 7 6 3 6 6 3 5 63 4 661 660 659 658 657 656 655 65 4 65 3 65 2 6 6 1 66 0 6 5 8 657 656 655 65 4 65 3 65 2 65 1650 1. 8 3 % 2. 9 1 % 2.5 0 % 4.67 % 5. 6 9 % 6.41% 3. 4 7 % 4 . 9 6 % 0. 9 6 % 0. 8 1 % 65 9 65 8 65 7 65 6 65 5 65 4 65 3 0. 7 1 % 65 8 65 7 65 6 65 5 65 4 65 3 65 2 652 653 654 655 656 657 658 6 5 9 65 5 65 6 6 5 7 6 5 8 6 5 9 JO N E S R O A D AS P H A L T GRADING PLAN II C-06 MA T C H L I N E S E E S H E E T C - 0 5 PROPOSED CONTOUR580 EXISTING CONTOUR580 Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY PROPOSED EASEMENT PROPOSED ROAD LEGEND MATCH LINE KEY MAP N.T.S. 70'35'70 0 SCALE: 1" =70' 100 ft Show location of gate. All entry gates must be setback a minimum of 100 ft from any adjacent public street right-of- way to allow for vehicle stacking out of the public travel lanes. Define the shading. It does not appear to match the contours. Grading appears to be incomplete. Proposed contour elevations not tying into the proper existing contour elevations. 75 Item 5. ROAD CROSS SECTIONS C-07 60' RIGHT OF WAY R.O.W.R.O.W. 14' 28' 2% (TYP.) NATURAL GROUND (TYP.) 4 GRAD E T O M A T C H EXISTI N G S U R F A C E PROPOSED GRADE (TYP.) 1 2% (TYP.) RIGHT OF WAY TYPICAL SECTION (OR APPROVED EQUAL) CENTERLINE OF ROAD NOTES: 1.PROPOSED ROAD GRADES ARE BASED ON CROWN /CENTERLINES OF ROADS 2.100 YEAR WATER SURFACE ELEVATION IS CONTAINED WITHIN THE ROW & DITCH CONFIGURATION. ECP ECP REFER TO PROJECT GEOTECHNICAL REPORT FOR PAVEMENT DETAILS 30'30' BUILDING SETBACK 99' RIGHT OF WAY R.O.W.R.O.W. 26' 67' 2% (TYP.) NATURAL GROUND (TYP.) 4 GRAD E T O M A T C H EXISTI N G S U R F A C E PROPOSED GRADE (TYP.) 1 2% (TYP.) RIGHT OF WAY TYPICAL AT THE MEDIAN NOTES: 1.PROPOSED ROAD GRADES ARE BASED ON CROWN /CENTERLINES OF ROADS 2.100 YEAR WATER SURFACE ELEVATION IS CONTAINED WITHIN THE ROW & DITCH CONFIGURATION. ECP ECP REFER TO PROJECT GEOTECHNICAL REPORT FOR PAVEMENT DETAILS 30'30' 26'15' GRASS MEDIAN WITH 0.5' CURBS BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK Project No: Drawn By: Checked By: Designed By: CO N F I D E N T I A L & P R O P R I E T A R Y © 2 0 2 2 E I K O N C o n s u l t i n g G r o u p L L C . A l l r i g h t s r e s e r v e d - d o n o t d u p l i c a t e w i t h o u t p e r m i s s i o n D C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECTS & ENGINEERS NO T F O R C O N S T R U C T I O N TDLR # EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Issue Record #Description Date EIK052622E-2 MP/MD SG DESIGN PHASE Issued Date:09-14-2022 IN P R O G R E S S MP/MD PA L O M I N O B A Y JO N E S R D DE N T O N C O U N T Y , T E X A S City requires trapezoidal ditches. City requires trapezoidal ditches. Provide a minimum 2' grassed shoulder on each side before the side slope for the ditch begins. Provide a minimum 2' grassed shoulder on each side before the side slope for the ditch begins. 76 Item 5. PLANNING & ZONING COMMISSION COMMUNICATION DATE: October 10, 2022 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on Final Plat of lots 1 and 2, of Union Hill Road Addition, being 13.143 acres, located in the City of Sanger’s ETJ, and generally located on the north east corner of FM 455 and Union Hill Road. SUMMARY:  The applicant is proposing to create 2 single family lots. One lot of 10.369 acres and one lot of 2.0 acres, from 1 previously unplatted tract.  Lot 1 has 134 feet of frontage and Lot 2 has 827 feet of frontage.  The applicant is dedicating 0.774 acres of right-of-way for Union Hill Road.  This site meets the Lake Ray Roberts zoning requirements and was approved by the Lake Ray Roberts Zoning Board and Commissioners Court.  The property is located in the City of Sanger’s ETJ. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Application Letter of Intent Final Plat Planning Comments Engineering Comments 77 Item 6. 26 71 91 26 71 93 26 73 10 15 90 27 26 73 11 19 26 39 26 71 92 19 26 38 19 26 37 16 82 90 26 73 14267315 1112 41 15 90 26 12 27 27 60 25 8 60 25 2 27 06 16 80 27 2 UNION HILL RD FM 455 W 1322 FM 455 W 2122UNIONHILL RD 2226 UNI O NHILL RD 2210 UNI O NHILL RD 2055 UNI O NHILL RD 2159 UNI O NHILL RD 2219 UNI O NHILL RD 2109 UNI O NHILL RD 2049 UNI O NHILL RD /Project Name: Union Hill Rd AddnMinor PlatProject: 22SANZO N-0053 0 250 500125 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 9/17 /2 02 2 5 :2 3:5 0 P MDoc Name : 2 2 SA NZON-0 05 3 _2 12 2 Un io n Hill Roa dCity L imi ts Exhi bi ts Sub je ctArea 78 Item 6. S 85°22'06"E 685.85' S 0 1 ° 1 2 ' 3 0 " W 13 4 . 2 1 ' N 85°22'06"W 684.90' N 0 0 ° 4 8 ' 0 0 " E 13 4 . 2 7 ' S 0 1 ° 1 2 ' 3 0 " W 66 8 . 3 8 ' S 65° 5 5 ' 4 8 " W 449.0 2 ' A:281.2' R:671.2' D:24°00'35" B:S 77°56'06" W C:279.2' N 0 0 ° 4 8 ' 0 0 " E 82 7 . 1 5 ' N 0 0 ° 4 8 ' 0 0 " E 96 5 . 2 0 ' FARM T O M A R K E T 4 5 5 UN I O N H I L L R O A D 0.774 OF AN ACRE 2.00 ACRES 10.369 ACRES R. BE E B E S U R V E Y ABSTR A C T N U M B E R 2 9 LOT 2 LOT 1 A CAL L E D 1 0 . 3 6 5 A C R E S J. YO U N G L A N D & C A T T L E L T D . DOC. N O . 2 0 1 3 - 1 4 1 0 R.P.R . D . C . T . A CAL L E D 2 . 5 A C R E S PHILL I P G . & S H I R L E Y S T R A T T O N DOC. N O . 2 0 0 1 - 3 1 0 4 5 R.P.R . D . C . T . P.O.B. 1/2" CIRS 1/2" CIRS PKS CIRS 1/2" CIRSPKS PKS 1/2" CIRS 1/2" CIRS 2" PIPE 1ƒ       ( 358.7' MFCP 1   ƒ       ( 15 8 . 2 ' 1/2" IRF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 35' R.O.W. DEDICATION 30' R.O.W. DEDICATION EXISTING CENTER OF ROAD SANGER CITY LIMITS 1/2" CIRF 1/2" CIRF 1/2" CIRF 1/2" CIRF JOHN & J U D Y M E L T O N LOT 4 3 FALLM E A D O W P H . I I I CAB. V , S L I D E 5 7 7 P.R.D . C . T . ADAM & S H E L L I E M E L T O N LOT 3 9 FALLM E A D O W P H . I I I CAB. V , S L I D E 5 7 7 P.R.D . C . T . KENNE T H & K A R E N C R O U C H LOT 8 FALLM E A D O W P H . I I CAB. U , S L I D E 5 9 - 9 2 P.R.D . C . T . D&L R I L E Y F A M I L Y P A R T N E R S , L T D . LOT 7 FALLM E A D O W P H . I I CAB. U , S L I D E 5 9 - 9 2 P.R.D . C . T . 87120.0 Sq. FEET 451672.5 Sq. FEET JOB NO. 22015 DATE: 09/07/2022 DRAWN BY: T.E.P. SCALE: 1" = 60' PAGE: 1 OF 1 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 TBPLS FIRM NO. 10048000 T E XA S WHEREAS RON ALLEN IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE R. BEEBE SURVEY, ABSTRACT NUMBER 29 DENTON COUNTY, TEXAS AND BEING A PART OF A CALLED 25.324 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO RON ALLEN AS RECORDED IN DOCUMENT NUMBER 1993-56703 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT A 2-INCH OPEN ENDED PIPE FOUND FOR CORNER AT THE SOUTHEAST CORNER OF SAID 25.324 ACRE TRACT AND THE SOUTHWEST CORNER OF A CALLED 10.365 ACRE TRACT OF LAND DESCRIBED IN THE TO J. YOUNG LAND & CATTLE LTD AS RECORDED IN DOCUMENT NUMBER 2013-1410 OF SAID REAL PROPERTY RECORDS AND IN THE NORTH RIGHT OF WAY LINE OF FARM TO MARKET 455; THENCE SOUTH 65 DEGREES 55 MINUTES 48 SECONDS WEST WITH THE SOUTH LINE OF SAID 25.324 ACRE TRACT AND THE NORTH LINE OF SAID FARM TO MARKET 455 A DISTANCE OF 449.02 FEET TO A CAPPED IRON ROD SET FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; THENCE WITH SAID CURVE TO THE RIGHT WITH AN ARC LENGTH OF 281.25 FEET, A RADIUS OF 671.16 FEET, AND WHOSE CHORD BEARS SOUTH 77 DEGREES 56 MINUTES 06 SECONDS WEST, WITH A CHORD LENGTH OF 279.19 FEET TO A PK NAIL SET FOR CORNER IN THE CENTER OF AN ASPHALT SURFACE ROAD UNDER APPARENT PUBLIC USE POSTED AS UNION HILL ROAD AT THE SOUTHEAST CORNER OF FALLMEADOW PHASE III, AN ADDITION TO DENTON COUNTY AS RECORDED IN CABINET V, SLIDE 577 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 00 DEGREES 48 MINUTES 00 SECONDS EAST WITH THE WEST LINE OF SAID 25.324 ACRE TRACT AND THE EAST LINE OF SAID FALLMEADOW PHASE III, ALONG SAID UNION HILL ROAD, A DISTANCE OF 965.20 FEET TO A PK NAIL SET FOR CORNER AT THE SOUTHWEST CORNER OF A CALLED 2.500 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO PHILLIP G. AD SHIRLEY STRATTON AS RECORDED IN DOCUMENT NUMBER 2001-31045 OF SAID REAL PROPERTY RECORDS; THENCE SOUTH 85 DEGREES 22 MINUTES 06 SECONDS EAST WITH THE SOUTH LINE OF SAID 2.500 ACRE TRACT A DISTANCE OF 685.85 FEET TO A CAPPED IRON ROD SET FOR CORNER; THENCE SOUTH 01 DEGREES 12 MINUTES 30 SECONDS WEST WITH THE EAST LINE OF SAID 12.412 ACRE TRACT AND THE WEST LINE OF SAID 10.365 ACRE TRACT, ALONG OR NEAR A FENCE A DISTANCE OF 668.38 FEET TO THE PLACE OF BEGINNING AND CONTAINING 13.143 ACRES OF LAND, MORE OR LESS. I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS INDICATED. __________________________________________ J.E. THOMPSON II R.P.L.S. TEXAS REGISTRATION NO. 4857 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2020. ___________________________________ NOTARY PUBLIC, TEXAS N 0'60'120' EASEMENT LINES = DEED/LOT LINES = FENCE LINES = ADJOINER LINES = XX OVERHEAD UTILITY = ASPHALT ROAD = OHU LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = SURVEY LINES = LEGEND = PROPERTY CORNER = BENCHMARK = TELEPHONE/UTILITY RISER = BURIED CABLE MARKER = TELEPHONE MANHOLE = POWER/UTILITY POLE = LIGHT POLE = GUY WIRE = ELECTRIC VAULT = ELECTRIC TRANSFORMER = WATER METER = WATER VALVE (TR/UR) (BCM) (TMH) (PP/UP) (LP) (GUY) (VLT) (TRAN) (WM) (WV) CIRF IRF CIRS MFCP WFCP ( ) POB R.O.W. = CAPPED IRON ROD FOUND = CAPPED IRON ROD SET = METAL FENCE CORNER POST = WOOD FENCE CORNER POST = PLAT/DEED CALLS = POINT OF BEGINNING = RIGHT-OF-WAY = IRON ROD FOUND = ASPHALT SURFACE = CONCRETE SURFACE = GRAVEL SURFACE MINOR PLAT UNION HILL ROAD ADDITION LOTS 1 AND 2 BEING 13.143 ACRES IN THE R. BEEBE SURVEY, ABSTRACT NO. 29 ETJ CITY OF SANGER DENTON COUNTY, TEXAS NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT RON ALLEN, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAY DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS UNION HILL ROAD ADDITION, AN ADDITION TO THE CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS, THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREES THAT HE/SHE SHALL MAINTAIN ALL EASEMENTS AND FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL CONDITION AT ALL TIMES IN ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. ______________________________________________ RON ALLEN DATE STATE OF TEXAS COUNTY OF ________________ BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED RON ALLEN, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2022. ___________________________________ NOTARY PUBLIC, TEXAS SURVEYOR J.E. THOMPSON II ALL AMERICAN SURVEYING 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 JT@ALLAMERICANSURVEYING.COM UTILITY PROVIDERS: ELECTRIC: COSERV 7701 S STEMMONS FWY CORINTH, TX 76210 (940) 321-7800 WATER: BOLIVAR WATER SUPPLY CORPORATION 4151 F.M. 455 SANGER, TX, 76266 (940) 458-7050 VICINITY MAP (NOT TO SCALE) N SITE PREPARATION DATE: 05/18/2022 OWNER RON ALLEN 2122 UNION HILL ROAD SANGER, TX 76266 PH. 940-368-0072 APPROVED AND ACCEPTED ______________________________________________ MAYOR, CITY OF SANGER DATE ATTESTED BY: _______________________________________________ CITY SECRETARY, CITY OF SANGER DATE APPROVED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SANGER, TEXAS ON THIS THE __________ DAY OF ____________, 20______ ___________________________________________________ CHAIRPERSON, PLANNING & ZONING COMMISSION ___________________________________________________ CITY SECRETARY (1 INCH = 60 FEET ) GENERAL NOTES: 1.FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR OF DENTON COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 4-18-2011 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN", A PORTION OF THIS PROPERTY IS IN "SHADED ZONE X" DEFINED AS " AREAS OF 0.2% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD, AND A PORTION OF THIS PROPERTY IS IN "ZONE AE" DEFINED AS " SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH A BASE ELEVATION DETERMINED" AS SHOWN IN PANEL 0245 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 2.WATER SERVICE TO BE SUPPLIED BY BOLIVAR WATER SUPPLY CORPORATION, 4151 F.M. 455, SANGER, TX, 76266. 3.ELECTRIC SERVICE TO BE PROVIDED BY COSERV, 701 S STEMMONS FWY, CORINTH, TX 76210 4.SANITARY SEWER TO BE PROVIDED BY PRIVATE FACILITIES AS APPROVED BY THE DENTON COUNTY PUBLIC HEATH DEPARTMENT. 5.BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM NAD 83 NORTH CENTRAL TEXAS ZONE AND G.P.S. OBSERVATIONS COORDINATES SHOWN ON GRID. 6.THIS PROPERTY IS LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION. 7.THIS PROPERTY IS LOCATED WITHIN THE ETJ OF THE CITY OF SANGER, DENTON COUNTY, TEXAS. 8.THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE 13.143 ACRES INTO TWO (2) LOTS 9.MINIMUM FINISH FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE THE 100-YEAR FLOOD PLAIN. 10.SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT 11.TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 12.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEW AND APPROVED BY THE CITY 13.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING. 14.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. 79 Item 6. 80 Item 6. 81 Item 6. 82 Item 6. 83 Item 6. LETTER OF INTENT May 18, 2022 RON ALLEN CITY OF SANGER, TEXAS 2122 UNION HILL ROAD SANGER, TEXAS 76266 RE: UNION HILL ROAD ADDITION CITY OF SANGER: PLEASE FIND THIS DOCUMENT TO SEVE AS THE REQUIRED LETTER OF INTENT FOR UNION HILL ROAD ADDITION. SUBDIVIDER: RON ALLEN CONTACT: RON ALLEN, (940) 368-0072 DESIGNATED POINT OF CONTACT: RON ALLEN INTENT OF APPLICATION: ZONING CHANGE AND PRELIMINARY PLAT SUBMISSION APPROVAL UNION HILL ROAD ADDITION IS A PROPOSED SINGLE-FAMILY DEVELOPMENT LOCATED APPROXIMATELY 2.5 MILES EAST OF THE CITY OF CITY OF SANGER AT THE INTERSECTION OF FARM TO MARKET 455 AND UNION HILL ROAD. THE DEVELOPER IS PROPOSING A TWO ACRE LOT BE ZONED AS SINGLE-FAMIL AND THE REMAINING ACREAGE TO STAY IN AGRICULTRE ZONE. THIS SITE WILL HAVE UITILITIES PROVIDED BY BOLIVAR WATER SUPPLY CORP. AND COSERV ELECTRIC. ACCORDING TO FEMA, THIS PROPERTY IS DETERMINED TO BE “OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN”. THE SITE IS CURRENTLY ZONED AS AG AND I REQUEST THE FOLLOWING:  LOT SIZE- MINIMUM 2 ACRES I RESPECTFULLY REQUEST THAT THE PLAT AND REZONING APPLICATION BE REVIEWED AND CONSIDERED BY THE PLANNING & ZONING COMMISION AND THE CITY OF SANGER TOWN COUNCIL. IF YOU HAVE QUESTIONS OR CONCERNS, PLEASE CALLE ME. THANK YOU, RON ALLEN 84 Item 6. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 09/27/2022 1st REVIEW COMMENTS – Final Plat (Union Hill Road Addition) Request is for a Final Plat of the Union Hill Road Addition platting Lot 1 and 2, being approximately 13.143 acres, prepared by All American Surveying, submitted on 09/14/2022. Below are the comments that should be addressed prior to City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Provide a signed and notarized copy of private restrictions (if any), that are filed for record in the office of the County Clerk. 2. Provide acreage of right-of-way being dedicated. 3. Modify note “Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits.” 4. Add note “This plat does not alter or remove existing deed restrictions, if any, on this property.” 5. Add note “The purpose of this plat is _____________? 6. Add name, address and phone number of all utilities providing service to the development. If it is Sanger water, sewer and electric no will serve letter required, if another provider furnish will serve letter. Informational Comments 1. The property is within the City of Sanger’s ETJ. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday October 10, 2022, and for City Council meeting on Monday November 7, 2022. 85 Item 6. 3803 Parkwood Blvd. Suite 800 Frisco, Texas 75034 (214) 618-4570 Fax (214) 739-0095 September 27, 2022 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Union Hill Road Addition First Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a first review of the Minor Plat for the Union Hill Road Addition. This plat is to create two lots and rezone the smaller lot from Agriculture to Single Family. The property is located at the northeast intersection of Union Hill Road with Farm to Market 455 and is located within the City of Sanger extraterritorial jurisdiction (ETJ) and within Lake Ray Roberts jurisdiction. The “Minor” plat was prepared by All American Surveying and is dated September 9, 2022 in the title block. We have completed a courtesy review of the plat and have the following comments: 1. Plat is receiving a courtesy review but cannot be approved until the zoning change has been approved by planning and zoning. 2. Change the title from “Minor Plat” to “Final Plat”. The City will treat this as a short from submission. 3. Dedication will be required along FM 455 since FM 455 is on the master thoroughfare plan with 120' to 140 ROW. 4. Request for Zoning Change will need to be submitted to Lake Ray Roberts Planning and Zoning. 5. Per interlocal agreement between Denton County, City of Sanger, and Lake Ray Roberts the most stringent of ordinances shall govern. 6. Modify Surveyor language as indicated on mark-up. 7. Add language above metes and bounds. 8. Lake Ray Roberts Ordinance requires Minimum Rear Yard -30 feet for residential. 9. Lake Ray Roberts Ordinance requires the following for Agricultural: a. Minimum Side Yard -20 feet b. Minimum side yard at corner – 35 feet c. Minimum Rear Yard -35 feet 10. Note 9 is not necessary if lot is not with or adjacent to flood plain. 86 Item 6. Ms. Ramie Hammonds September 27, 2022 Page 2 of 2 11. Modify note 10 to match wording in ordinance “Notice - selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits.” 12. Per ordinance add and confirm: “This plat does not alter or remove existing deed restrictions, if any, on this property.” 13. Update preparation date. The Surveyor/Owner shall revise the plat to address the above-stated comments. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7467. Sincerely, HALFF ASSOCIATES, INC. TBPELS Firm No. 312 Steven D. Templer, P.E. Attachments: Mark-ups 87 Item 6. S 85°22'06"E 685.85' S 0 1 ° 1 2 ' 3 0 " W 13 4 . 2 1 ' N 85°22'06"W 684.90' N 0 0 ° 4 8 ' 0 0 " E 13 4 . 2 7 ' S 0 1 ° 1 2 ' 3 0 " W 66 8 . 3 8 ' S 65° 5 5 ' 4 8 " W 449.0 2 ' A:281.2' R:671.2' D:24°00'35" B:S 77°56'06" W C:279.2' N 0 0 ° 4 8 ' 0 0 " E 82 7 . 1 5 ' N 0 0 ° 4 8 ' 0 0 " E 96 5 . 2 0 ' FARM T O M A R K E T 4 5 5 UN I O N H I L L R O A D 0.774 OF AN ACRE 2.00 ACRES 10.369 ACRES R. BE E B E S U R V E Y ABSTR A C T N U M B E R 2 9 LOT 2 LOT 1 A CAL L E D 1 0 . 3 6 5 A C R E S J. YO U N G L A N D & C A T T L E L T D . DOC. N O . 2 0 1 3 - 1 4 1 0 R.P.R . D . C . T . A CAL L E D 2 . 5 A C R E S PHILL I P G . & S H I R L E Y S T R A T T O N DOC. N O . 2 0 0 1 - 3 1 0 4 5 R.P.R . D . C . T . P.O.B. 1/2" CIRS 1/2" CIRS PKS CIRS 1/2" CIRSPKS PKS 1/2" CIRS 1/2" CIRS 2" PIPE 1ƒ       ( 358.7' MFCP 1   ƒ       ( 15 8 . 2 ' 1/2" IRF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 35' R.O.W. DEDICATION 30' R.O.W. DEDICATION EXISTING CENTER OF ROAD SANGER CITY LIMITS 1/2" CIRF 1/2" CIRF 1/2" CIRF 1/2" CIRF JOHN & J U D Y M E L T O N LOT 4 3 FALLM E A D O W P H . I I I CAB. V , S L I D E 5 7 7 P.R.D . C . T . ADAM & S H E L L I E M E L T O N LOT 3 9 FALLM E A D O W P H . I I I CAB. V , S L I D E 5 7 7 P.R.D . C . T . KENNE T H & K A R E N C R O U C H LOT 8 FALLM E A D O W P H . I I CAB. U , S L I D E 5 9 - 9 2 P.R.D . C . T . D&L R I L E Y F A M I L Y P A R T N E R S , L T D . LOT 7 FALLM E A D O W P H . I I CAB. U , S L I D E 5 9 - 9 2 P.R.D . C . T . 87120.0 Sq. FEET 451672.5 Sq. FEET JOB NO. 22015 DATE: 09/07/2022 DRAWN BY: T.E.P. SCALE: 1" = 60' PAGE: 1 OF 1 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 TBPLS FIRM NO. 10048000 T E XA S WHEREAS RON ALLEN IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE R. BEEBE SURVEY, ABSTRACT NUMBER 29 DENTON COUNTY, TEXAS AND BEING A PART OF A CALLED 25.324 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO RON ALLEN AS RECORDED IN DOCUMENT NUMBER 1993-56703 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT A 2-INCH OPEN ENDED PIPE FOUND FOR CORNER AT THE SOUTHEAST CORNER OF SAID 25.324 ACRE TRACT AND THE SOUTHWEST CORNER OF A CALLED 10.365 ACRE TRACT OF LAND DESCRIBED IN THE TO J. YOUNG LAND & CATTLE LTD AS RECORDED IN DOCUMENT NUMBER 2013-1410 OF SAID REAL PROPERTY RECORDS AND IN THE NORTH RIGHT OF WAY LINE OF FARM TO MARKET 455; THENCE SOUTH 65 DEGREES 55 MINUTES 48 SECONDS WEST WITH THE SOUTH LINE OF SAID 25.324 ACRE TRACT AND THE NORTH LINE OF SAID FARM TO MARKET 455 A DISTANCE OF 449.02 FEET TO A CAPPED IRON ROD SET FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; THENCE WITH SAID CURVE TO THE RIGHT WITH AN ARC LENGTH OF 281.25 FEET, A RADIUS OF 671.16 FEET, AND WHOSE CHORD BEARS SOUTH 77 DEGREES 56 MINUTES 06 SECONDS WEST, WITH A CHORD LENGTH OF 279.19 FEET TO A PK NAIL SET FOR CORNER IN THE CENTER OF AN ASPHALT SURFACE ROAD UNDER APPARENT PUBLIC USE POSTED AS UNION HILL ROAD AT THE SOUTHEAST CORNER OF FALLMEADOW PHASE III, AN ADDITION TO DENTON COUNTY AS RECORDED IN CABINET V, SLIDE 577 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 00 DEGREES 48 MINUTES 00 SECONDS EAST WITH THE WEST LINE OF SAID 25.324 ACRE TRACT AND THE EAST LINE OF SAID FALLMEADOW PHASE III, ALONG SAID UNION HILL ROAD, A DISTANCE OF 965.20 FEET TO A PK NAIL SET FOR CORNER AT THE SOUTHWEST CORNER OF A CALLED 2.500 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO PHILLIP G. AD SHIRLEY STRATTON AS RECORDED IN DOCUMENT NUMBER 2001-31045 OF SAID REAL PROPERTY RECORDS; THENCE SOUTH 85 DEGREES 22 MINUTES 06 SECONDS EAST WITH THE SOUTH LINE OF SAID 2.500 ACRE TRACT A DISTANCE OF 685.85 FEET TO A CAPPED IRON ROD SET FOR CORNER; THENCE SOUTH 01 DEGREES 12 MINUTES 30 SECONDS WEST WITH THE EAST LINE OF SAID 12.412 ACRE TRACT AND THE WEST LINE OF SAID 10.365 ACRE TRACT, ALONG OR NEAR A FENCE A DISTANCE OF 668.38 FEET TO THE PLACE OF BEGINNING AND CONTAINING 13.143 ACRES OF LAND, MORE OR LESS. I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS INDICATED. __________________________________________ J.E. THOMPSON II R.P.L.S. TEXAS REGISTRATION NO. 4857 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2020. ___________________________________ NOTARY PUBLIC, TEXAS N 0'60'120' EASEMENT LINES = DEED/LOT LINES = FENCE LINES = ADJOINER LINES = XX OVERHEAD UTILITY = ASPHALT ROAD = OHU LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = SURVEY LINES = LEGEND = PROPERTY CORNER = BENCHMARK = TELEPHONE/UTILITY RISER = BURIED CABLE MARKER = TELEPHONE MANHOLE = POWER/UTILITY POLE = LIGHT POLE = GUY WIRE = ELECTRIC VAULT = ELECTRIC TRANSFORMER = WATER METER = WATER VALVE (TR/UR) (BCM) (TMH) (PP/UP) (LP) (GUY) (VLT) (TRAN) (WM) (WV) CIRF IRF CIRS MFCP WFCP ( ) POB R.O.W. = CAPPED IRON ROD FOUND = CAPPED IRON ROD SET = METAL FENCE CORNER POST = WOOD FENCE CORNER POST = PLAT/DEED CALLS = POINT OF BEGINNING = RIGHT-OF-WAY = IRON ROD FOUND = ASPHALT SURFACE = CONCRETE SURFACE = GRAVEL SURFACE MINOR PLAT UNION HILL ROAD ADDITION LOTS 1 AND 2 BEING 13.143 ACRES IN THE R. BEEBE SURVEY, ABSTRACT NO. 29 ETJ CITY OF SANGER DENTON COUNTY, TEXAS NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT RON ALLEN, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAY DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS UNION HILL ROAD ADDITION, AN ADDITION TO THE CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS, THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREES THAT HE/SHE SHALL MAINTAIN ALL EASEMENTS AND FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL CONDITION AT ALL TIMES IN ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. ______________________________________________ RON ALLEN DATE STATE OF TEXAS COUNTY OF ________________ BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED RON ALLEN, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2022. ___________________________________ NOTARY PUBLIC, TEXAS SURVEYOR J.E. THOMPSON II ALL AMERICAN SURVEYING 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 JT@ALLAMERICANSURVEYING.COM UTILITY PROVIDERS: ELECTRIC: COSERV 7701 S STEMMONS FWY CORINTH, TX 76210 (940) 321-7800 WATER: BOLIVAR WATER SUPPLY CORPORATION 4151 F.M. 455 SANGER, TX, 76266 (940) 458-7050 VICINITY MAP (NOT TO SCALE) N SITE PREPARATION DATE: 05/18/2022 OWNER RON ALLEN 2122 UNION HILL ROAD SANGER, TX 76266 PH. 940-368-0072 APPROVED AND ACCEPTED ______________________________________________ MAYOR, CITY OF SANGER DATE ATTESTED BY: _______________________________________________ CITY SECRETARY, CITY OF SANGER DATE APPROVED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SANGER, TEXAS ON THIS THE __________ DAY OF ____________, 20______ ___________________________________________________ CHAIRPERSON, PLANNING & ZONING COMMISSION ___________________________________________________ CITY SECRETARY (1 INCH = 60 FEET ) GENERAL NOTES: 1.FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR OF DENTON COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 4-18-2011 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN", A PORTION OF THIS PROPERTY IS IN "SHADED ZONE X" DEFINED AS " AREAS OF 0.2% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD, AND A PORTION OF THIS PROPERTY IS IN "ZONE AE" DEFINED AS " SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH A BASE ELEVATION DETERMINED" AS SHOWN IN PANEL 0245 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 2.WATER SERVICE TO BE SUPPLIED BY BOLIVAR WATER SUPPLY CORPORATION, 4151 F.M. 455, SANGER, TX, 76266. 3.ELECTRIC SERVICE TO BE PROVIDED BY COSERV, 701 S STEMMONS FWY, CORINTH, TX 76210 4.SANITARY SEWER TO BE PROVIDED BY PRIVATE FACILITIES AS APPROVED BY THE DENTON COUNTY PUBLIC HEATH DEPARTMENT. 5.BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM NAD 83 NORTH CENTRAL TEXAS ZONE AND G.P.S. OBSERVATIONS COORDINATES SHOWN ON GRID. 6.THIS PROPERTY IS LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION. 7.THIS PROPERTY IS LOCATED WITHIN THE ETJ OF THE CITY OF SANGER, DENTON COUNTY, TEXAS. 8.THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE 13.143 ACRES INTO TWO (2) LOTS 9.MINIMUM FINISH FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE THE 100-YEAR FLOOD PLAIN. 10.SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT 11.TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 12.ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEW AND APPROVED BY THE CITY 13.THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING. 14.ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT. Dedication will be required along FM 455. FM 455 is on the master thoroughfare plan with 120' to 140 ROW. 50' B.L. Per section 8 of City Ordinance Lake Ray Roberts Ordinance calls for: Minimum Side Yard -20 feet Minimum side yard at corner – 35 feet Minimum Rear Yard -35 feet Update Modify note to match wording in ordinance “Notice - selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits.” Per ordinance add and confirm: “This plat does not alter or remove existing deed restrictions, if any, on this property.” Lake Ray Roberts Ordinance requires Minimum Rear Yard -30 feet Per interlocal agreement between Denton County, City of Sanger, and Lake Ray Roberts the most stringent ordinance shall govern. 50' B.L. Per section 8 of City Ordinance Not required if not with or adjacent to flood plain Modify to the effect that: the plat represents a survey made by him or under his direct supervision and that all monuments shown thereon have been verified and exist, and that their location, size and material are correctly shown. Such surveyor's certificate may be prepared as follows: “State of Texas County of Denton I hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. State of Texas County of Denton I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: 88 Item 6.